-
Varia
Literature on Cone Penetration Testing
Net area AN
a = AN/AT b = (AL-Au) I A, 9c = Fe/AT qT = FCONE TIP / AT = 9c +
U ( I -a) f = F /A
C S S
fT = FSLEEVE /A,= fc - (u AL - uuA) IA
f CONE TIP
Estimation of foundation settlements in sand from CPT
Robertson,PK American Society of Civil Engineers, ASCE.
Geotechnical Special Publication 27, 1991 , s 764-775
In situ testing and its application to foundation engineering
Robertson,PK Canadian Geotechnical Journal, 1986, vol 23 , nr 4, s
573-594
ln-situ stress determination in sands using pe devices
Robertson,PK British Columbia University. Civil Engineer nics
Series; 99 , 1986, 22 s
Soil classification using the " Robertson,PK Canadian
Geotechnical T s 151-158
Swedish Geotechnical Institute
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D SGI Literature Service 2
Preface 3 Literature 4 Author index 46 More on SGI Literature
Service 55
Swedish Geotechnical Institute
ISSN 1100-6692 ISRN SGI-VARIA--95/441-SE
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± _____~1 LITERATURE ON CONE PENETRATION TESTING
Assists in keeping you up to date with • Geotechnical literature
from the whole world -
concerning everything from piles to energy and environmental
applications
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Our service • The Accession List - with the latest geotechni
cal literature in the SGI library. Free of charge
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SGILINE - Contents • Foundation & Reinforcement • Soil &
Rock Mechanics • Properties of Soil & Rock • Site
Investigations • Environmental Geotechnics • Geology • Snow and Ice
Mechanics,
Energy, Building Materials etc
SGILINE - Language
26% 25 % 20 % 7% 7% 7%
8%
70 % of the material is written in English
the Swedish Institute of Building Documentation, Byggdok
Through the co-operation with the Swedish Institute of Building
Documentation, Byggdok, in
Stockholm, the literature database of the SGI, SGILINE, is
accessible as a part of the Byggdoksystem, where its completes the
existing databases concerning the built-up environment.
Consequent
ly, you can make your ovm literature retrievals in SGILINE.
Do you want to know how you gain access to the Byggdok-system -
call or fax Mrs Inger Hellden,
Byggdok, phone: +46-8-617 74 50, fax: +46-8-617 74 60.
2
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sf;_i_________________________S_G_IL_I_N_E_-_S_G_I_L_IT_ERA_T_U_RE_D_A_TA_B_A_SE
his bibliography contains 782 references to
literature about Cone Penetration Testing.
The bibliography is a summary of publications in
the area of CPT and can be used as a state ofthe
art. The references have been retrieved from the
SGI literature data base, SGILINE. The major part
of the references are to literature published from
197 4 up to the present.
We have spent quite some time trying to make a suitable subject
division of the CPT complex only to conclude that it was too great
an
achievement. As a consequence, the name of the
authors have been arranged in alphabetical order.
On the pages 46 to 54 you will find an index of the
names of all the authors with a page reference.
The bibliography is complementary to the Proceedings of CPT'95,
consequently no references from the conference are included.
We hope you will find this compilation useful.
3
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± LITERATURE ON CONE PENETRATION TESTING
~l=---_------=-:...::.~
Calibration c;>f in situ tests in laboratory and field. Two
day seminar at NGI, Oslo, 28-29 January 1988 Norges Geotekniske
Institutt, 1988, 1 piirm
Cone penetration testing and experience, St. Louis, Missouri,
October 26-30, 1981. Proceedings. Ed.by G.M. Norris and R.D. Holtz
American Society of Civil Engineers, 1981, 479 s
CPT - cone penetration test. Kombinerad spetstryckoch
portrycksondering. Handledning for faltpersonal Vagverket. Teknik.
Geoteknik. Publikation 1992:23, 1992, 31 s
Current practices in ground water and vadose zone
investigations. Eds. Nielsen,DM, Sara,MN ASTM. Special Technical
Publication. STP 1118, 1992, 431 s
European symposium on penetration testing, ESOPT, Stockholm,
June 5-7 1974. Proceedings. Vol. 1-2. (Svensk Byggtjanst), 1. 218
s; 2:1 259 s; 2:2 435 s
European symposium on penetration testing, ESOPT, 2, Amsterdam,
24-27 May 1982. Proceedings. Vol. 1-2. Ed. by A. Verruijt, F.L.
Beringen & E.H. De Leeuw (A.A. Balkema), 1. 386 s; 2. s
389-982
European symposium on penetration testing, 2, ESOPT 2,
Amsterdam, 1982. Case studies LGM-Medelingen, 1985, nr 91, 33 s
In situ testing and field behaviour. Canadian geotechnical
conference, 39, Ottawa, Ontario, August 27-30, 1986. Preprint
volume Canadian Geotechnical Society, 1986, 420 s
Kurs i faltundersokningsteknik. Radon, pressometerprovning,
trycksondering och portryckmatning Swedish Geotechnical Institute,
1984, /201/ s var pag
Nordisk sonderingsmote i Stockholm den 5-6 oktober 1967.
Foredrag och diskussioner Swedish Geotechnical Institute. Sartryck
och Preliminara Rapporter 31, 1969, 200 s
Penetration testing 1988. International symposium on penetration
testing, 1, ISOPT-1, Orlando, 20-24 March 1988. Proceedings, Vol.
1-2. Ed Ruiter,J,de (A.A. Balkema), 1. 596 s; 2. 1076 s
Penetration testing in the UK. Geotechnology conference
organized by the Institution of Civil Engineers and held in
Birmingham, 6-8 July 1988. Proceedings (Thomas Telford), 1989, 370
s
Portable, electrical, friction-sleeve, cone, penetrometer. Ed.
by J.S. MacGregor (Macsil Pty. Ltd.) 1981, 128 s
Pressuremeter, cone penetrometer, and dilatometer for foundation
design, College Station, Texas, August 17-18. Proceedings Texas
A&M University 1992
Proceedings of a symposium on site exploration in soft ground
using in situ techniques, held May 1-3, 1978 at Alexandria,
Virginia. Delon Hampton and Estelle Greenfield, Eds US Department
of Transportation. Federal Highway Administration. Report
FHWA-TS-80-202 1980, 248 s
Recommended standard for cone penetration tests. Established by
the Swedish Geotechnical Society June 15, 1992 Swedish Geotechnical
Society. SGF Report 1 :93 E 1993, 26 s
Rekommenderad standard for CPT-sondering. Faststalld av
styrelsen for Svenska geotekniska foreningen 1992-06-15 Svenska
geotekniska foreningen. SGF Rapport 1 :93 1993, 26 s
Report of the ISSMFE Technical Committee on Penetration Testing
of Soils - TC 16 with Reference Test Procedures: CPT - SPT - DP -
WST. Ed.: Bergdahl,U Swedish Geotechnical Institute. SGI
Information 7 1989, 49 s
Report of the Sub-committee on the penetration test for use in
Europe with /recommended standards for the cone penetration test,
the dynamic probing test, the SPT test and the weight sounding
test/ International Society for Soil Mechanics and Foundation
Engineering, 1979, /1979/, /58/ s
Seminar on cone and pressuremeter testing, Sydney, June 2, 1989
University of Sydney. Civil and Mining Engineering / Centre for
Geotechnical Research, 1989, ea 66 + /20/ s
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~ SGi SGILINE - SGI LITERATURE DATABASE
~-----------=:....::....:..=:...=:..:..:::.:..:..:..:..:::
In situ testing: new developments Aas,G, Lacasse,S, Lunne,T,
Jv[adshus,C NGM-84. Nordiska Geoteknikermotet, Linkoping, Juni
1984. Vol. 2, s 705-716
Use of in situ tests for foundation design on clay Aas,G,
Lacasse,S, Lunne,T, Hoeg,K ASCE Geotechnical Special Publication 6,
1986, s 1-30
Practical note on the evaluation of a pile load using cone
penetration test results Abdrabbo,FM, A1ahmoud,MA International
symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988.
Proceedings, Vol. 2, s 599-605
Strain field around cones in steady penetration Acar,YB,
Tumay,MT ASCE. Journal of Geotechnical Engineering 1986, vol 112,
nr 2, s 207-213
Penetration testing in tropical laterite and residual soils -
Nigerian experience Ajayi,LA, Balogun,LA International symposium on
penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings,
Vol. 1, s 315-328
Cone penetration tests on artificially cemented sands Akili, w;
Al-Joulini,NMA International symposium on penetration testing, 1,
ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 607-615
Low strain shear modulus by indirect methods Alba,P,de,
Benoit,J, Pass,DG, Carter,JJ International conference on soil
mechanics and foundation engineering, 13, New Delhi, Jan. 1994.
Proceedings, vol. 1 s 173-176
Miniature vane and cone penetation tests during centrifuge
flight Almeida,MSS, Parry,RHG ASTM. Special Technical Publication;
STP 1014 1988, s 209-219
Small cone penetrometer tests and piezocone tests in laboratory
consolidated clays Almeida,MSS, Parry,RHG ASTM Geotechnical Testing
Journal, 1985, vol 8, nr 1, s 14-24
Studies of vane and penetrometer tests during centrifuge flight
Almeida,MSS, Parry,RHG Cambridge University. Engineering
Department. CUED/DSoils; TR 142, 1983, 21 + /33/ s
Tests with centrifuge vane and penetrometer in a normal gravity
field Almeida,MSS, Parry,RHG Cambridge University. Engineering
Department. CUED/DSoils; TR 141, 1983, 24 + /42/ s
Tests in small calibrated chamber: experimental and numerical
analysis Al-Mukhtar,M Penetration testing in the UK. Geotechnology
conference, Birmingham, July 1988. Proceedings, s 285-288
Monotonic and cyclic penetration tests in calibrated chamber
Al-Mukhtar,M, Robinet,JC, Shahrour,I International symposium on
penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings,
Vol. 2, s 621-626
Entwicklungen bei Drucksondierungen an Deponiestandorten
Amann,P, Beringen,FL, Wollenhaupt,H Geotechnik, 1986, vol 9, nr 3,
s 117-124
Pressio-penetrometer for geotechnical surveys on land and
offshore Amar,S, Baguelin,F, Jezequel,JF European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 2, s 419-423
Self-boring placement method and soft clay investigation Amar,S,
Baguelin,F, Frank,R, Jezequel,JF International symposium on soft
clay, Bangkok, July 1977. Proceedings, s 337-357
Some problems on the in-situ measurement of the shearing
resistancce in fine soils Amar,S, Baguelin,F, Jezequel,JF,
Lemasson,H Istanbul conference on soil mechanics and foundation
engineering, Istanbul, March/April 197 5. Proceedings, Vol. 2 s
165-182
Utilisation du penetrometre statique dans les laboratoires des
ponts et chaussees Amar,S, Baguelin,F, Jezequel,JF, Nazaret,JP
Institut Technique du Batiment et des Travaux Publics. Annales:
Sols et Fondations, 1976, vol 29, nr 340/132, s 40-45
Quelques applications de I'essai au piezocone Amar,S, Corte,JF,
Waschkowski,E International conference on soil mechanics and
foundation engineering, 12, Rio de Janeiro, August 1989.
Proceedings, Vol 1, s 151-152
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Essais en place et en laboratoire sur sols coherent: comparaisons
des resultats Amar,S, Jezequel,JF Laboratoires des Pants et
Chaussees. Bulletin de Liaison 1972, nr 58, s 97-108
Contribution au dimensionnement des fondations superficielles a
I'aide de I'essai au penetrometre statique Amar,S, Morbois,A
Laboratoires des Pants et Chaussees. Bulletin de Liaison; 141 1986,
s 37-43
Essais de penetration des sols et la prevision du comportement
des fondations profondes Amar,S, Waschkowski,E Laboratoires des
Pants et Chaussees. Bulletin de Liaison; 135 1985, s 85-94
Evaluation of the undrained shear strength from static cone
penetration tests in a soft silty clay in Patras, Greece
Anagnostopoulos,AG European symposium on penetration testing,
ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 13-14
Exploration, sampling and in-situ testing of soft clay
Andresen,A Soft clay engineering. Developments in geotechnical
engineering; 20, 1981, s 239-308
Procedures used to obtain soil parameters for foundation
engineering in the North Sea Andresen,A, Berre, T, Kleven,A, Lunne,
T Marine Geotechnology, 1979, vol 3, nr 3, s 201-266
Penetration tests in liquefiable gravels Andrus,RD, Youd,TL
International conference on soil mechanics and foundation
engineering, 12, Rio de Janeiro, Aug. 1989. Proceedings, Vol. 1, s
679-682
Comparison of SPT, CPT, SV and electrical methods of evaluating
earthquake induced liquefaction susceptibility in Ying Kou City
during the Haicheng earthquake Arulanandan,K, Yogachandran, C,
Meegoda,NJ ASCE Geotechnical Special Publication 6, 1986, s
389-415
New method for evaluating liquefaction potential Arulmoli,K,
Arulanandan,K, Seed,HB ASCE. Journal of Geotechnical Engineering
1985, vol 111, nr 1, s 95-114
Analysis of cone penetrometer data Aryani,S, Anderson,LR,
Sharp,KD Engineering geology and soils engineering symposium, 19,
Pocatello, ID, March-April, 1982. Proceedings, s 125-143
Cone penetration and engineering properties of the soft Orinoco
Clay Azzouz,AS, Baligh,lvfM, Ladd,CC BOSS '82. International
conference on behaviour of off-shore structures, 3,Cambridge, MA,
Aug. 1982. Proceedings, Vol. 1 s 161-180
CPT and DMT testing of highway pavements in Florida
Badu-Tweneboah,K, Bloomquist,DG, Ruth,BE, Miley, WG International
symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988.
Proceedings, Vol. 2, s 627-633
Density prediction using a static cone penetrometer Baghdadi,ZA,
Ghazali,FM, Khan,AM International symposium on penetration testing,
1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 635-641
Penetration testing in glacial till Baker,PJ, Gardener,R
Penetration testing in the UK. Geotechnology conference,
Birmingham, July 1988. Proceedings, s 223-226
Cone resistance in dry N.C. and O.C. sands Baldi,G, Bellotti,R,
Ghionna,VN, Jamiolkowski,M, Pasqualini,E Cone penetration testing
and experience, St. Louis, MO, Oct. 1981. Proceedings, s
145-177
Stiffness of sands from CPT, SPT and DMT - a critical review
Baldi, G, Bellotti,R, Ghionna, VN, Jamiolkowski,M Penetration
testing in the UK. Geotechnology conference, Birmingham, July 1988.
Proceedings, s 299-305
Cone resistance of a dry medium sand Baldi,G, Bellotti,R,
Ghionna, VN, Jamiolkowski,M, Pasqualini,E International conference
on soil mechanics and foundation engineering, 10, Stockholm, June
1981. Proceedings, Vol. 2 s 427-432
Design parameters for sands from CPT Baldi,G, Bellotti,R,
Ghionna,VN, Jamiolkows/d,M, Pasqualini,E European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 2, s 425-432
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Modulus of sands from CPT's and DMT's Baldi,G, Bellotti,R,
Ghionna,VN, Jamiolkowski,ivf, Lo Presti,DCF International
conference on soil mechanics and foundation engineering, 12, Rio de
Janeiro, August 1989. Proceedings, Voll, s 165-170
Seismic cone in Po River sand Baldi,G, Bruzzi,D, Superbo,S,
Battaglio,M, Jamiolkowski,M International symposium on penetration
testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s
643-650
Theory of deep site static cone penetration resistance
Baligh,lvfM Massachusetts Institute of Technology. Civil
engineering department. Report; R75-56, 1975, 133 s
Piezocone penetrometer Baligh,NIM, Azzouz,AS, Wissa,AEZ,
Martin,RT, 1vforrison,MJ Cone penetration testing and experience,
St. Louis, MO, Oct. 1981. Proceedings, s 247-263
Pore pressure dissipation after cone penetration Baligh,NIM,
Levadoux,JN Massachusetts Institute of Technology. Sea Grant
College Program Report; MITSG 80-13, 1980, 367 s
Analysis of wedge penetration in clay Baligh,lvf.M, Scott.RF
Geotechnique, 1976, vol 26, nr 1, s 185-208
Quasi-static deep penetration in clays Baligh,i\11vf, Scott.RF
ASCE. Geotechnical Engineering Division. Journal 1975, vol 101, nr
GTl 1, s 1119-1133
Cone penetration in soil profiling Baligh,NIM, Vivatrat, V,
Ladd, CC ASCE. Geotechnical Engineering Division. Journal 1980, vol
106, nr GT4, s 447-461
Exploration and evaluation of engineering properties for
foundation design of offshore structures Baligh,NIM, Vivatrat,V,
Ladd,CC Massachusetts Institute of Technology, 1979, 267 s
In situ measurements in a marine clay Baligh,A1lvf, Vivatrat, V
International conference on behaviour of off-shore structures, 2,
(Boss '79), London, Aug. 1979. Proceedings, Vol. 1, s 151-
Interpretation of CPT's and CPTU's, Part 1-2 Battaglio,M,
Bruzzi,D, Jamiolkowski,i'vf, Lancellotta,R, Baldi,G, Bellotti,R,
Ghionna,VN International geotechnical seminar on field
instrumentation and in- situ measurements, 4, Singapore, Nov. 1986.
Proceedings, s 129-156
Considerazioni sulla prova penetrometrica statica nei terreni
coesivi saturi Battaglio,M, Jamiolkowski,M, Lancellotta,R,
Pasqualini,E Convegno Italiano di Geotecnica, 13, Merana 1978
/Preprint of paper/ 12 s
Piezometer probe test in cohesive deposits Battaglio,M,
Jamiolkowski,i\1, Lancellotta,R, Maniscalco,R Cone penetration
testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s
264-302
Digital filtering techniques for interpreting seismic cone data
Baziw,EJ ASCE. Journal of Geotechnical Engineering 1993, vol 119,
nr 6, s 998-1018
Cone penetration test in sands; Part I: state parameter
interpretation Been,K, Crooks,JHA, Becker,DE, Jefferies.MG
Geotechnique, 1986, vol 36, nr 2, s 239-249
Critical appraisal of CPT calibration chamber test Been,K,
Crooks,JHA, Rothenburg,L International symposium on penetration
testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s
651-660
Interpretation of material state from the CPT in sands and clays
Been,K, Crooks,JHA, Jefferies.MG Penetration testing in the UK.
Geotechnology conference, Birmingham, July 1988. Proceedings, s
215-218
Cone penetration test in sands, 2: General inference of state
Been,K, Jefferies.MG, Crooks,JHA, Rothenburg,L Geotechnique, 1987,
vol 37, nr 3, s 285-299
Determination of sand strength for limit state design Been,K,
Jefferies,MG Dansk Geoteknisk Forening. DGF-Bulletin 10, vol. 1, s
101-110
Towards systematic CPT interpretation Been,K, Jefferies.MG
Predictive soil mechanics. Wroth memorial symposium, Oxford, July
1992. Proceedings, 1992, s 121-134
Cone penetration test calibration for Erksak {Beaufort Sea) sand
Been,K, Lingnau,BE, Crooks,JHA, Leach,B Canadian Geotechnical
Journal, 1987, vol 24, nr 4, s 601-610
Bearing capacity of displacement piles in stiff fissured clays
Beer,EE,de, Lousberg,E, Wallays,lvf, Carpentier,R, Jaeger,J,de,
Paquay,J I.R.S.I.A. Comptes rendus de recherces, 1977, mars, nr 39,
136 s
192
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http:Jefferies.MGhttp:Jefferies.MGhttp:Jefferies.MGhttp:Jefferies.MGhttp:Scott.RFhttp:Scott.RF
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± _____~1 LITERATURE ON CONE PENETRATION TESTING Statisch
sonderen in Vaste kleilagen Beer,EE,de Polytechnisch Tijdschrift.
Editie Bouwkunde, Wegen-en Waterbouw, 1978, nr 8, 13 s
Cone penetration test (CPT): International reference test
procedure Beer,EE,de, Goelen,E, Heijnen, WJ, Joustra,K
International symposium on penetration testing, 1, ISOPT-1,
Orlando, March 1988. Proceedings, Vol. 1, s 27-51
H steel piles in dense sand Beer,EE,de, Jonghe,A,de,
Carpentier,R, Hever,M, Scholtes,P International conference on soil
mechanics and foundation engineering, 10, Stockholm, June 1981.
Proceedings, Vol. 2 s 693-698
Analysis of the results of loading tests performed on
displacement piles of different types and sizes penetrating at a
relatively small depth into a very dense sand layer Beer,EE,de,
Lousberg,E, Jonghe,A,de, Carpentier,R, Wallays,M Conference on
recent developments in the design and construction of piles,
London, March 1979. Proceedings s 199-211
Partial safety factors in pile bearing capacity Beer,EE,de,
Lousberg,E, Jonghe,A,de, Wallays,M, Carpentier,R International
conference on soil mechanics and foundation engineering, 10,
Stockholm, June 1981. Proceedings, Vol. 1 s 105-110
Scale effects in results of penetration tests performed in stiff
clays Beer,EE,de, Lousberg,E, Walleys,M, Carpentier,R, Jaeger,J,de,
Paquay,J European symposium on penetration testing, ESOPT,
Stockholm, June 1974. Proceedings, Vol. 2:2, s 105-114
Draagvermogen van stalen liggerpalen Beer,EE,de, Scholtes,P,
Carpentier,R Rijksinstituut voor Grondmechanica, 1982, 126 s
Computation of the load/settlement behaviour of HPbearing piles
Beer,EE,de, Weber,L International deep foundation conference, 2,
Luxembourg, May 1987. Preprint volume, s 109-115
Influence of excavation on soil strength below excavation level
Begemann,HKSP European conference on soil mechanics and foundation
engineering, 6, Vienna, Austria, March 1976. Proceedings, Vol. 1.2,
s 613-616
Cone penetration tests, pile bearing capacity and the thesis of
Rollberg Begemann,HKSP European symposium on penetration testing,
2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 433-438
Design, construction and use of a calibration chamber
Bellotti,R, Bizzi, G, Ghionna, VN European symposium on penetration
testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s
439-446
Saturation of sand specimen for calibration chamber tests
Bellotti,R, Crippa, V, Pedroni,S, Ghionna, VN International
symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988.
Proceedings, Vol. 2, s 661-671
Deformation characteristics of cohesionless soils from in situ
tests Bellotti,R, Ghionna, VN, Jamiolkowski,M, Lancellotta,R,
Manfredini,G ASCE Geotechnical Special Publication 6, 1986, s
47-73
Evaluation of sand strength from CPT Bellotti,R, Ghionna, VN,
Jamiolkowski,M, Manassero,M, Pas qua lini,E International symposium
on soil and rock investigations by insitu testing, Paris, May
18-20, 1983. Proceedings, Vol. 2 s 195-203
Shear strength of sand from CPT Bellotti,R, Ghionna, VN,
Jamiolkowski,M, Lancellotta,R, Robertson,PK International
conference on soil mechanics and foundation engineering, 12, Rio de
Janeiro, August 1989. Proceedings, Vo! 1, s 179-184
Design parameters of cohesionless soils from in situ tests
Bellotti,R, Ghionna, VN, Jamiolkowski,M, Robertson,PK
Transportation Research Record 1235, 1989, s 45-54
Influence of rate of penetration on static cone resistance
values in Connecticut River Valley varved clay Bemben,SM, Myers,DA
European symposium on penetration testing, ESOPT, Stockholm, June
1974. Proceedings, Vol. 2:2, s 33-34
Settlement of shallow foundations in sands selection of
stiffness on the basis of penetration resistance Berardi,R,
Jamiolkowski,M, Lancellotta,R American Society of Civil Engineers,
ASCE. Geotechnical Special Publication 27, 1991, s 185-200
Latest developments in static cone penetrometers and other soil
testing equipment (on land - offshore) Berg,AP, van den European
symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982.
Proceedings, Vol. 2, s 447-455
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New generation of highly sophisticated, static cone
penetrometers, soil sampling - and auxiliary equipment for in situ
soil investigation Berg,AP,van den Budapest conference on soil
mechanics and foundation engineering, 6, Budapest, Oct. 1984.
Proceedings s 287-295
Summary of the actual state of affairs and latest developments
in seabed static cone penetrometering Berg,AP, van den
Danube-European conference on soil mechanics and foundation
engineering, 7, USSR, Kishinev, Sept. 1983. Vol. 1 s 39-48
European standard on penetration testing - a necessity
Bergdahl,U Sondierungen und in situ Messungen. Berichte eines
Symposiums, Wien, Juni 1979, s 87-98
Sonderingsftirsok i Amsterdam 1981-1982 Bergdahl,U Swedish
Geotechnical Institute. SGI Varia; 110, 1982, 20 s
Sonderingsteknikens utveckling i Sverige - en redovisning av
metodernas utveckling och forekommande utvarderingsmetoder
Bergdahl,U Swedish Geotechnical Institute. SGI Varia; 166, 1986, 27
s
Bestamning av jordegenskaper med sondering - en litteraturstudie
Bergdahl, U, Eriksson, U Swedish Gcotechnical Institute. SGI
Rapport; 22 1983, 96 s
Soil characteristics from penetration test results: A comparison
between various investigation methods in non-cohesive soils
Bergdahl, U, Ottosson,E International symposium on penetration
testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s
399-405
Use of penetrometers in Sweden Bergdahl,U Swedish Geotechnical
Institute. SGI Varia; 21, 1980, /24/ s
Settlement of a ring foundation using cone data Bhushan,K,
Boniadi,F International symposium on penetration testing, 1,
ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 681-686
Correlations between the results of sounding and laboratory
tests for Rhineland silt and their use for calculations for
foundation design Biedermann,B European symposium on penetration
testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s
239-243
Statistical comparison between the results of dynamic and static
penetrometers for Rhineland silt Biedermann,B European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 1, s 235-238
Vergleichende Untersuchungen mit Sonden in Schluff. Diss
Biedermann,B Aachen Technische Hochschule. Forschungsberichte aus
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Modified penetrometer for cone and specific resistance of soils
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Dynamic and static sounding results interpretation Borowczyk,M,
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Finite element analysis of static penetration test Borst,R,de,
Vermeer,PA European symposium on penetration testing, 2, ESOPT,
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Possibilities and limitations of finite elements for limit
analysis Borst,R,de, Venneer,PA Geotechnique, 1984, vol 34, nr 2, s
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Cone penetration technology for subsurface characterization
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Soil disturbance from pile driving in sensitive clay Bozozuk,M,
Fellenius,BH, Samson,L Canadian geotechnical conference, 30,
Saskatoon, Oct. 1977. Proceedings, s VIIll-VIII24
Use of the piezocone test for monitoring the strength of rock
paste Braithwaite,PA, Ghataora,GS, Coutts,JS Penetration testing in
the UK Geotechnology conference, Birmingham, July 1988.
Proceedings, s 161-166
Interpretation of Dutch cone tests in soft Bangkok clay
Brand,EW, Moh,ZC, Wirojanagud,P European symposium on penetration
testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s
51-58
Evaluation of the load-deformation relationship for piles using
data from penetration testing Bredenberg,H, Hintze,S International
conference on foundations and tunnels, 2, London, Sept., 1989.
Proceedings, Vol. 1, 1989, s 161-167
Predictions of pile behaviour from Dutch cone soundings in
Bangkok clay Brenner,RP, Panichpatananon,S European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 2, s 463-468
Evaluation of cone penetration test methods using 98 pile load
tests Briaud,JL International symposium on penetration testing, 1,
ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 687-697
Driven then pushed minicone tests in a sand chamber Briaud,JL,
Khalaf,K American Society of Civil Engineers, ASCE. Geotechnical
Special Publication 38, 1993, s 14-26
Cone penetrometer test Briaud,JL, Miran,J US Department of
Transportation. Federal Highway Administration FHWA- SA-91-043,
1992, 161 s
Coefficient of variation of in situ tests in sand Briaud,JL,
Tucker,I.M Probabilistic characterization of soil properties:
Bridge between theory and practice, Atlanta, GA, May 1984.
Proceedings, s 119-139
Behavior of piles and pile groups in cohesionless soils
Briaud,JL, Tucker,L, Lytton,RL, Coyle,HM US Department of
Transportation. Federal Highway Administration. Report;
FHWA/RD-83/038, 1985, 217 s
Penetration tests Broms,BB Franki International Technology. FIT
Report; 2/87, 1987, 29 s
History of soil penetration testing Broms,BB, Flodin,N
International symposium on penetration testing, 1, ISOPT-1,
Orlando, March 1988. Proceedings, Vol. 1, s 157-220
Analysis of cone resistance 'qc' and sleeve friction 'fs' as
interactive stresses, resulting in a new pile bearing capacity
design method Broug,NWA European symposium on penetration testing,
2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 469-478
Establishment of in-situ horizontal stress in granular material
using local friction (cpt) as governing parameter Broug,NWA
European conference on soil mechanics and foundation engineering,
10, Florence, May 1991. Proceedings, vol. 1 s 23-26
Determination of stress state of clays by piezocone. Diss
Brown,DN Georgia Institute of Technology. Civil and Environmental
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Diagraphies et les essais de mecanique des sols en place Bru,J,
Ledoux,JL, Menard,], Waschkowski,E International symposium on soil
and rock investigations by insitu testing, Paris, May 18-20, 1983.
Proceedings, Vol. 1 s 25-32
Underwater static penetrometer Bruzzi,D International symposium
on soil and rock investigations by insitu testing, Paris, May
18-20, 1983. Proceedings, Vol. 2 s 223-226
Advanced static penetrometer Bruzzi,D, Cestari,F European
symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982.
Proceedings, Vol. 2, s 479-489
Effect of pore pressure on point resistance using electrical
cones in soft clay Bruzzi,D, Cestari,F International symposium on
soil and rock investigations by insitu testing, Paris, May 18-20,
1983. Proceedings, Vol. 2 s 227-230
Design of friction piling in Mississippi embayment sands using
cone penetrometer Buhr,CA, Houghton,LE, Leonard,RJ European
symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982.
Proceedings, Vol. 2, s 487-492
Investigation of railroad subgrade properties Bukoski,RF,
Selig,ET Cone penetration testing and experience, St. Louis, MO,
Oct. 1981. Proceedings, s 228-246
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Calcul d'un pieu visse moule dans une argile plastique
Bustamante,lvf, Gianeselli,L, Cambier,JC Laboratoires des Ponts et
Chaussees. Bulletin de Liaisonl983, nr 127, s 53-65
Calcul de la capacite portante des pieux a partir des essais au
penetrometre statique Bustamante,M, Gianeselli,L Laboratoires des
Ponts et Chaussees. Bulletin de Liaisonl983, nr 127, s 73-80
Design of auger displacement piles from insitu tests
Bustamante,lvf, Gianeselli,L International geotechnical seminar on
deep foundations on bored and auger piles, BAP 2, 2, Ghent,
Belgium, June 1993. Proceedings, s 21-34
Pile bearing capacity prediction by means of static penetrometer
CPT Bustamante,Jvf, Gianeselli,L European symposium on penetration
testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s
493-500
Prevision de la capacite portante des pieux isoles sous charge
verticale Bustamante,M, Gianeselli,L Laboratoires des Ponts et
Chaussees. Bulletin de Liaisonl981, nr 113, s 83-108
Ability of in situ testing to assess ground treatment
Butcher,AP, McE!meel,K Conference on engineered fills '93,
Newcastle upon Tyne, Sept. 1993. Proceedings, s 529-540
Investigation of a plane strain continuous penetration problem
Butterfield,R, Andrawes,KZ Geotechniquel 972, vol 22, nr 4, s
597-617
Continuous penetration testing in granular materials. A new
analyticalsolution Butterfield,R, Last,NC International symposium
on soil and rock investigations by insitu testing, Paris, May
18-20, 1983. Proceedings, Vol. 2 s 231-239
Considerations on safety of piled raft foundations Calle,EOF,
Heijnen, WJ European symposium on penetration testing, 2, ESOPT,
Amsterdam, May 1982. Proceedings, Vol. 2, s 501-506
Interpretation of seismic cone data using digital filtering
techniques Campanella,RG, Baziw,EJ, Sully,JP International
conference on soil mechanics and foundation engineering, 12, Rio de
Janeiro, August 1989. Proceedings, Vol. 1, s 195-198
Preliminary evaluation of Menard pressuremeter, cone
penetrometer and standard penetration tests in the lower Mainland,
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Columbia University. Civil Engineering. Soil Mechanics Series; 40,
1979, 52 s
Seismic piezocone: A practical site investigation tool
Campanella,RG, Davies,MP Geophysical characterization of sites.
Ed.: Woods,RD, 1994, s 49-55
Geoenvionmental subsurface site characterization using in-situ
soil testing methods Campanella,RG, Davies,MP, Boyd, T J,
Everard,JL International congress on environmental geotechnics, 1,
Edmonton, Alberta, July, 1994. Proceedings, s 153-159
Pore pressures during cone penetration testing Campanella,RG,
Gillespie,D, Robertson,PK European symposium on penetration
testing, 2, ES OPT, Amsterdam, May 1982. Proceedings, Vol. 2, s
507-512
Evaluation of cone pressuremeter tests in soft cohesive soils
Campanella,RG, Howie,JA, Sully,JP, Robertson,PK International
symposium on pressuremeters, 3, Oxford, April, 1990. Proceedings, s
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New approach to measuring dilatancy in saturated sands
Campanella,RG, Kokan,lv[J ASTM. Geotechnical Testing Journal1993,
vol 16, nr 4, s 485-495
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In situ testing of seabottom sediments, Tuktoyaktuk area, N.W.T.
Campanella,RG, Kwfurst,PJ In situ testing and field behaviour.
Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint
volume s 237-242
Applied cone research Campanella,RG, Robertson,PK Cone
penetration testing and experience, St. Louis, MO, Oct. 1981.
Proceedings, s 343-362
Current status of the piezocone test Campanella,RG, Robertson,PK
International symposium on penetration testing, 1, ISOPT-1,
Orlando, March 1988. Proceedings, Vol. 1, s 93-116
Seismic cone penetrometer to measure engineering properties of
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Engineering, Soil Mechanics Series; 83, 1984, 9 s
Use of in situ tests in pile design Campanella,RG, Robertson,PK,
Davies,MP, Sy,A International conference on soil mechanics and
foundation engineering, 12, Rio de Janeiro, August 1989.
Proceedings, Voll, s 199-203
Cone penetration testing in deltaic soils Campanella,RG,
Robertson,PK, Gillespie,D Canadian Geotechnical Journal, 1983, vol
20, nr 1, s 23-35
Factors affecting the pore water pressure and its measurement
around a penetrating cone Campanella,RG, Robertson,PK, Gillespie,D
In situ testing and field behaviour. Canadian geotechnical
conference, 39, Ottawa, Aug, 1986. Preprint volume s 291-299
ln-situ testing in saturated silt, (drained or undrained?)
Campanella,RG, Robertson.PK, Gillespie,D Geotechnical aspects of
non-textbook soils. Canadian geotechnical conference, 34,
Fredericton, NB, Sept-Oct. 1981, s 5.2.1-5.2.14
Seismic cone penetration test Campanella,RG, Robertson.PK,
Gillespie,D ASCE Geotechnical Special Publication 6, 1986, s
116-130
Recent developments in in-situ testing of soils Campanella,RG,
Robertson,PK, Gillespie,D, Grieg,J International conference on soil
mechanics and foundation engineering, 11, San Francisco, Aug, 1985.
Proceedings Vol. 2, s 849-854
Piezometer-friction cone investigation at a tailings dam
Campanella,RG, Robertson.PK, Gillespie,D, Klohn,EJ Canadian
Geotechnical Journall, 984, vol 21, nr 3, s 551-562
Seismic cone penetration testing in the Beaufort Sea
Campanella,RG, Robertson.PK, Gillespie,D, Laing,N, Ku,jurst,P J
British Columbia University. Department of Civil Engineering. Soil
Mechanics Series nr 95/96, 1987, 18 s
Seismic cone penetration testing in the near offshore of the
MacKenzie Delta Campanella,RG, Robertson,PK, Gillespie,D, Laing,N,
Ku,jurst,P J Canadian Geotechnical Journal, 1987, vol 24, nr 1, s
154-159
Piezometer-friction cone investigation at a tailings dam
Campanella,RG, Robertson,PK, Klohn,EJ, Gillespie,D British Columbia
University. Civil Engineering. Soil Mechanics Series; 50, 1982, 24
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Guidelines for using the CPT, CPTU and Marchetti DMT for
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Schmertmann,JH Schmertmann and Crapps, Inc 1988, 1: 82 s; 2: 198 +
/131/ s; 3: ea 300 s /var pag/; 4: 140 s
Seismic cone analysis using digital signal processing for
dynamic site characterization Campanella,RG, Stewart, WP Canadian
Geotechnical Journal, 1992, vol 29, nr 3, s 477-486
Low strain dynamic characteristics of soils with the downhole
seismic piezocone penetrometer Campanella,RG, Stewart, WP, Roy,D,
Davies,MP American Society for Testing and Materials, ASTM. Special
technical publication STP 1213, 1994, s 73-87
Research and development of a lateral stress piezocone
Campanella,RG, Sully,JP, Greig,JW, Jolly,G Transportation Research
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Interpretation of piezocone soundings in clay - a case history
Campanella,RG, Sully,JP, Robertson,PK Penetration testing in the
UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s
203-208
Development and use of an electrical resistivity cone for
groundwatercontamination studies Campanella,RG, Weemees,I Canadian
Geotechnical Journal, 1990, vol 27, nr 5, s 557-567
Cone penetration test for site characterization Campanella,RG,
Wickremesinghe,DS, Echezuria,HJ International conference on soil
mechanics and foundation engineering, 12, Rio de Janeiro, August
1989. Proceedings, Voll, s 205-210
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Friction-cone penetration testing in alluvial clays Cancelli,A,
Guadagnini,R, Pellegrini,M European symposium on penetration
testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s
513-518
Surpression interstitielle de foncage mesuree au minipiezocone
dans un sable Canou,J, Dupla,JC, Domtieux,L European conference on
soil mechanics and foundation engineering, 11, Copenhagen, May-June
199 5. Proceedings, vol. 1. The interplay between geotechnical and
engineering geology. Danish Geotechnical Society. DGF Bulletin 11,
s 1.37-1.42
Mini piezocone (M-CPTU) investigation related to sand
liquefaction analysis Canou,J, El Hachem,M, Kattan,A, Juran,!
International symposium on penetration testing, 1, ISOPT-1,
Orlando, March 1988. Proceedings, Vol. 2s 699-706
Relationship between the cone resistance and the undrained shear
strength of stiff fissured clays Carpentier,R European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 2s 519-528
Interpretation of overconsolidation ratio from in situ tests in
Recent clay deposits in Singapore and Malaysia Chang.MF Canadian
Geotechnical Journal, 1991, vol 28, nr 2, s 210-225
Interpretation of static penetration tests in sand Chapman,GA,
Donald,IB International conference on soil mechanics and foundation
engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2s
455-458
Time-dependent cone penetration resistance due to blasting
Charlie, WA, Rwebyogo,lvfFJ, Doehring,DO ASCE. Journal of
Geotechnical Engineering, 1992, vol 118, nr 8, s 1200-1215
Analytical methods to predict pile capacities Cheeks,JR ASTM
Special Technical Publicationl978, nr 670, s 199-208
Piezocone evaluation of undrained shear strength in clays
Chen,BS, Mayne,PW Southeast Asian geotechnical conference, 11,
SEAGC, Singapore,May 1993. Proceedings, s 91-98
Profiling the overconsolidation ratio of clays by piezocone
tests Chen,BS, Mayne,PW Georgia Institute of Technology. School of
Civil and Environmental Engineering. Report GIT-CEEGEO-94-1, 1994,
279 s
Implications of observed deformations during cone penetration
Chen,PK, Bassett,RH Penetration testing in the UK. Geotechnology
conference, Birmingham, July 1988. Proceedings, s 251-256
New classification chart for soft soils using the piezocone test
Cheng-hou,Z, Greeuw,G, Jekel,J, Rosenbrand, W Engineering Geology,
1990, vol 29, nr 1, s 31-47
Characterizing spatial variability of a clay by geostatistics
Chiasson,?, Lajleur,J, Soulie,A1, Law,KT Canadian Geotechnical
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Interpretation of piezocone data after partially drained
penetration Chin,CT, Crooks,JHA, Enriquez,AS, Hu,IC Southeast Asian
geotechnical conference, 11, SEAGC, Singapore,May 1993.
Proceedings, s 99-103
SPT-CPT correlations for granular soils Chin,CT, Duann,SW,
Kao,TC International symposium on penetration testing, 1, ISOPT-1,
Orlando, Mars 1988. Proceedings, Vol. 1, s 335-339
Piezocone testing on Bangkok subsoils Chokechai Ukritchon Asian
Institute of Technology. AIT Thesis No GT-92-2, 1992, 156 s
Density changes of sand on cone penetration resistance Chong,MK
International symposium on penetration testing, 1, ISOPT-1,
Orlando, Mars 1988. Proceedings, Vol. 2s 707-714
Site investigation. A handbook for engineers Clayton,CRI,
Simons,NE, Matthews,MC (Granada) 1982, 424 s
Analysis: Prediction of pile capacity using the cone penetration
test Corson, W!vf Air Force Institute of Technology, 1989, 187
s
Comparison of field consolidation with laboratory and in situ
tests Crawford, CB, Campanella,RG Canadian Geotechnical Journal,
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Penetration testing in Switzerland Crettaz,P, Zeindler,H
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1974. Proceedings, Vol. 1, s 133-136
Applications of the Dutch cone penetrometer for investigation of
bridge foundation Crichton,AJ, Wissenden,AF Symposium /on/ in-situ
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13
http:Chang.MFhttp:1.37-1.42
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± _____~1 LITERATURE ON CONE PENETRATION TESTING CPT
interpretation in clays Crooks,JHA, Been,K, Becker,DE, Jefferies,MG
International symposium on penetration testing, 1, ISOPT-1,
Orlando, Mars 1988. Proceedings, Vol. 2, s 715-722
Penetration testing in Sweden Dahlberg,R European symposium on
penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol.
1, s 115-131
Modern cone penetration testing vehicle Davidson,JL,
Bloomquist,DG ASCE Geotechnical Special Publication 6, 1986, s
502-513
Deformations in sand around a cone penetrometer tip Davidson,JL,
Mortensen,RA, Barreiro,D International conference on soil mechanics
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Vol. 2, s 467-470
Cone penetration test experience at Locks and Dam No. 26
Davidson,RR, Perez,JY Cone penetration testing and experience, St.
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Settlement predictions using piezocone Davie,JR, Senapathy,H,
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Studies with centrifuge vane and penetrometer apparatus in a
normal gravity field Davies,MCR, Almedia,MSS, Pany,RHG ASTM
Geotechnical Testing Journal, 1989, vol 12, nr 3, s 195-203
Determination of shear strength and soil modulus from CPT and
other insitu tests Dayal,U European symposium on penetration
testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s
529-534
Effect of penetration rate on the strength of remoulded clay and
sand samples Dayal, U, Allen,JH Canadian Geotechnical Journal,
1975, vol 12, nr 3, s 336-348
Note of friction ratio Dayal, U, Allen,JH Canadian Geotechnical
Journal, 1975, vol 12, nr 4, s 524-526
Evaluation and analysis of electric cone penetrometer test
results Dayal, U, Jain,SK Indian Geotechnical Journal, 1981, vol
11, nr 4, s 345-369
Developments of electrical penetrometer for site investigations
Dayal, U, Suppiah,A International symposium on in situ testing of
soils and rocks and performance of structures, Roorkee, Dec. 1979.
Vol. 1 s 405-410
Theoretical analysis of the cone penetration test in sands
Simone,P,de, Golia,G International symposium on penetration
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729-735
Predicted and measured behavior of displacement piles in
residual soils Decourt,L, Niyama,S International conference on soil
mechanics and foundation engineering, 13, New Delhi, Jan. 1994.
Proceedings, vol. 2 s 477-486
CPT and shear strength of clay Denver,H International symposium
on penetration testing, 1, ISOPT-1, Orlando, Mars 1988.
Proceedings, Vol. 2, s 723-727
Modulus of elasticity for sand determined by SPT and CPT
Denver,H European symposium on penetration testing, 2, ESOPT,
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Settlement calculation for footings on sand Denver,H
International conference on soil mechanics and foundation
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CPT offshore rig Denver,H, Riis,H Nordiske geoteknikermode,
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og andre bidrag, vol. 2 s 261-266
Influence of the measuring step in discontinuous mechanical
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Lithological and stratigraphical interpretation of discontinuous
mechanical penetration tests Depret,MUA European symposium on
penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings,
Vol. 2, s 541-550
Penetration testing in India Desai,MD, Jain,GRS, Saran,S,
Jain,PK European symposium on penetration testing, ESOPT,
Stockholm, June 1974. Proceedings, Vol. 1, s 167-194
Cone penetration data developed for a nuclear power plant siting
study Deefulian,H European symposium on penetration testing, 2,
ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 557-560
Contribution to the studies of bearing capacity of marine clays
Dias Machado,CF, Bogossian,F, Mello,RN,de, Afuxfeldt,AS,
International conference on soil mechanics and foundation
engineering, 11, San Francisco, Aug. 1985. Proceedings, Vol. 2, s
1001-1002
Liquefaction potential of fine cohesionless soils using the CPT
Diaz-Rodriguez,JA, Armijo-Palacio,G Soils and Foundations, 1991,
vol 31, nr 3, s 111-119
Prediction of settlements and bearing capacities of shallow
foundations by self-similar penetration Dietrich,T, Holzlohner,U,
Lehnert,J European symposium on penetration testing, 2, ESOPT,
Amsterdam, May 1982. Proceedings, Vol. 2, s 561-566
Cone penetration testing and settlement of bridge footings on
sands DiMillio,AF /Hand out at the ISOPT-1, March, 1988/ /1988?/, 4
+/10/ s
Study of cone penetration tests in the Singapore marine clay
Dobie,MJD International symposium on penetration testing, 1,
ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 737-744
Use of cone penetration tests in glacial till Dobie,MJD
Penetration testing in the UK. Geotechnology conference,
Birmingham, July 1988. Proceedings, s 219-222
In situ measurement of volatile organic compounds in groundwater
by methods coupled to the cone penotrometer Doskey,PV, Aldstadt,JH,
Kuo,JM, Constanza,JS, Erickson,i\1D Argonne National Laboratory.
Environmental Research Division, 199 5, 8 s
SPT blowcount variability correlated to the CPT Douglas,BJ
European symposium on penetration testing, 2, ESOPT, Amsterdam, May
1982. Proceedings, Vol. 1, s 41-46
Soil classification using electric cone penetrometer Douglas,BJ,
Olsen,RS Cone penetration testing and experience, St. Louis, MO,
Oct. 1981. Proceedings, s 209-227
Shear strength of cohesive soils and friction sleeve resistance
Drnevich,VP, Gorman,CT, Hopkins,TC European symposium on
penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol.
2:2, s 129-132
Penetration testing in Czechoslovakia Drozd,K, Svasta,M European
symposium on penetration testing, ESOPT, Stockholm, June 1974.
Proceedings, Vol. 1, s 27-32
Influence of penetrometer characteristics on static penetration
resistance Durgunoglu,HT, Mitchell,JK European symposium on
penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol.
2:2, s 133-139
Static penetration resistance of soils, 1: Analysis
Durgunoglu,HT, Mitchell,JK Conference on in situ measurement of
soil properties, North Carolina State University, Raleigh, NC 1975.
Proceedings, Vol. 1, s 151-171
Static penetration resistance of soils, 2: Evaluation of theory
and implications for practice Durgunoglu,HT, Mitchell,JK Conference
on in situ measurement of soil properties, North Carolina State
University, Raleigh, NC 1975. Proceedings, Vol. 1, s 172-189
Penetration testing in Turkey Durgunoglu,HT, Togrol,E European
symposium on penetration testing, ESOPT, Stockholm, June 1974.
Proceedings, Vol. 1, s 137
15
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TESTING
Use of the electrical piezocone for mine tailings deposits
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Penetration testing in Canada Eden,WJ European symposium on
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Tests with UBC seismic cone at three Norwegian research sites
Eidsmoen,T, Gillespie,D, Lunne,T, Campanella,RG Norwegian
Geotechnical Institute. Report No. 59040-1 1985, ea 130 s
Laboratory and field evaluation of cone penetrometers.
Statistical evaluation of CPTs in Holmen sand Eidsmoen,T,
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40015-9, 1985, 36 + /50/ s
Laboratory and field evaluation of cone penetrometers.
Statistical evaluation of CPTs in Onsoy sand Eidsmoen,T, Howland,J,
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1986, 43 + /60/ s
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