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November 2012 Page 1 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
The references listed below were identified and utilized to complete the technology summaries,
assessments, and website documents. Following the reference list is a reference matrix that
provides a means of efficiently identifying the information provided in each reference.
References
Al-Homoud, A.S., and Degen, W.S. (2006). “Marine stone columns to prevent earthquake
induced soil liquefaction.” Geotechnical and Geological Engineering, 24, 775-790.
Abdulah, C.H., and Edil, T.B. (2007). “Behaviour of geogrid-reinforced load transfer platforms
for embankment on rammed aggregate piers.” Geosynthetics International, 14(3), 141-153.
Allgood, C., Weppler, L., Lien, B., Fox, N., (2003). “Case Studies for Building Foundations
over Soft Organic Soils and Peat.” Nottingham Problematic Soils Conference, July 2003.
Ashford, S.A., Rollins, K.M, Bradford, C., Weaver T.J., and Baez, J.I. (2000). “Liquefaction
mitigation using stone columns around deep foundations.” Transporation Research Record
No. 1736, 110-118.
Ayadat, T. and Hanna, A.M. (2005). “Encapsulated stone columns as a soil improvement
technique for collapsible soil.” Ground Improvement, 9(4), 137-147.
Baez, J.I. (1995). A design model for the reduction of liquefaction by Vibro Stone Columns.
Dissertation, University of Southern California.
Baez, J.I. and Martin, G. (1993), "Advances in the Design of Vibro Systems for the
Improvement of Liquefaction Resistance." Proceedings of the Symposium on Ground
Improvement, Vancouver, British Columbia.
Barksdale, R.D. and Bachus, R.C. (1983a). Design and Construction of Stone Columns Vol. I.
FHWA/RD-83/026.
Barksdale, R.D. and Bachus, R.C. (1983b). Design and Construction of Stone Columns Vol. II.
FHWA/RD-83/027.
Clemente, J. L. M. and Parks, Christopher (2005). “Stone columns for control of power station
foundation settlements.” Proc., Geo-Frontiers 2005: Innovations in Grouting and Soil
Improvement, ASCE Geotechnical Special Publication 136, ASCE, Reston, VA.
Collin, J. G., (2007a) “Evaluation of Rammed Aggregate Piers by Geopier Foundation
Company Final Report” Technical Evaluation Report prepared by the Highway
Innovative Technology Evaluation Center, ASCE, September 2007.
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November 2012 Page 2 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Carchedi, David R.; Monaghan, Justin and Parra, Jorge. (2006). “Ground Modification and
Seismic Mitigation.” Innovative Stabilization of Peat Soils for Railroad Foundation Using
Rammed Aggregate Piers. Proceedings of Sessions of GeoShanghai. June 2006.
Deb, K., Basudhar, P.K., Chandra, S. (2007). “Generalized model for geosynthetic-reinforced
granular fill-soft soil with stone columns.” International Journal of Geomechanics, 7(4),
266-276.
Dwyer, L.; Fitzpatrick, Brendan and Wheeler, J. (2006). “Ground Modification and Seismic
Mitigation.” Reduction of Settlement Risk at an Organic Soil Site in New England.
Proceedings of Sessions of GeoShanghai. June 2006.
Elias, V., Welsh, J., Warren, J., Lukas, R., Collin, J.G., and Berg, R.R. (2006a) Ground
Improvement Methods Reference Manual, Federal Highway Administration FHWA NHI-06-
019, August 2006.
Elshazly, H, Hafez, D., and Mosaad, M. (2007). “Settlement of circular foundations on stone-
column-reinforced grounds.” Ground Improvement, 11(3), 163-170.
Farrell, T. and Taylor, A. (2004). “Rammed Aggregate Pier Design and Construction in
California – Performance, Constructability, and Economics.” Structural Engineers
Association of California 2004 Convention Proceedings. Placerville, CA. 2004.
Fitzpatrick, B.T. and Wissmann, K.J. (2006). “Vibration and Noise Levels.” Geopier Foundation
Company, Technical Bulletin Number 9.
Fox, N.S. and Cowell, M.J. (1998). Geopier Foundation and Soil Reinforcement Manual,
Geopier Foundation Company, Inc., Scottsdale, Arizona.
Fox, N. S. and Edil, T. B. (2000). “Case Histories of Rammed Aggregate Pier™ Soil
Reinforcement Construction Over Peat and Highly Organic Soils.” Geopier® Foundation
Company, Technical Paper Number 1.
Fox, N. S. and Lien, B. H. (2001a). “Geopier® Soil Reinforcement Technology: An Overview.”
Proceedings, Asian Institute of Technology Conference. Bangkok, Thailand. November.
Fox, N. S. and Lien, B. H. (2001b). “Geopier® Floating Foundations- A Solution for the Mekong
Delta Region, Vietnam.” Proceedings of the International Conference on Management of the
Land and Water Resources. Hanoi, Vietnam. October 20-22.
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November 2012 Page 3 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Fox, N., Weppler, L. and Scherbeck, R. (2004). “Geopier Soil Reinforcement System – Case
Histories of High Bearing Capacity Footing Support and Floor Slab Support.” Fifth
International Conference on Case Histories in Geotechnical Engineering, April 2004.
Girsang, C., Gutierrez, M. and Wissmann, K. (2004). “Modeling of the Seismic Response of the
Aggregate Pier Foundation System.” GeoSupport Conference, January 2004.
Guetif, Z., Bouassida, M., Debats, J.M. (2007). “Improved soft clay characteristics due to stone
column installation.” Computers and Geotechnics, 34, 104-111.
Hall, K., Wissmann, K. J., Caskey, J. M. and FitzPatrick, B. T. (2002). “Soil Reinforcement
Used to Arrest Bearing Capacity Failure at a Steel Mill.” Proceedings of the 4th
International
Conference on Ground Improvement Techniques. Kuala Lumpur, Malaysia. March 26-28.
Han, J. and Ye, S. (2001). “Simplified method for consolidation rate of stone column reinforced
foundations.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(7),
597-603.
Han, J. and Ye, S.L. (2002). “A theoretical solution for consolidation rates of stone column-
reinforced foundations accounting for smear and well resistance effects.” The International
Journal of Geomechanics, 2(2), 135-151.
Han, K. K., Lien, B. and Fox, N. S. (2002b). “Stabilizing Landslides Using Rammed Aggregate
Piers.” 5th
Malaysian Road Conference, Kuala Lumpur, Malaysia, October 7-9, 2002.
Han, K. K., Fox, N. S. and Lien, B. (2002c). “Innovated and Alternative Foundation Systems.”
2nd IKRAM International Geotechnical Conference (IGEO-2). Kuala Lumpur, Malaysia.
Oct. 28.
Handy, R. L. (2001). “Does Lateral Stress Really Influence Settlement?” ASCE Journal of
Geotechnical and Geoenvironmental Engineering. July.
Handy, R.L. and White, D.J. (2006a). “Stress zones near displacement piers: I. Plastic and
liquefied behavior.” Journal of Geotechnical and Geoenvironmental Engineering, 132(1), 54-
62.
Handy, R.L. and White, D.J. (2006b). “Stress zones near displacement piers: II. Radial cracking
and wedging.” Journal of Geotechnical and Geoenvironmental Engineering, 132(1), 63-71.
Handy, R. L. and Wissmann, K. J. (1999). “Short Aggregate Piers Reinforce Soils Near
Tunnels.” Proceedings of the 3rd
National Conference, Geo-Engineering for Underground
Facilities, June 13-17, 1999, University of Illinois at Urbana-Campaign, pp.1039-1047.
Page 4
AGGREGATE COLUMNS
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RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Hassandi, A.C. and Edil, T.B. (undated). “Behavior of geogrid-reinforced load transfer platforms
for embankment supported on rammed aggregate piers.” GI379.
Köhler, Dr. Ulf and Heibrock, Dr. Gunnar. (2004). “Geopier Bohr – Rammsäulen – eine
Alternative zu Tiefgründungen.” (Wind-Tower article in German) Geotechnik. Volume 27,
Number 3. 2004
Kumar, S. (2001). “Reducing liquefaction potential using dynamic compaction and construction
of stone columns.” Geotechnical and Geological Engineering, 19, 169-182.
Lawton, E. C. (2000). “Performance of Geopier Reinforced Soil Foundations During Simulated
Seismic Tests on I-15 Bridge Bents.” Proceedings of Soil Mechanics 2000 and Journal of the
Transportation Research Board. Washington, DC 2000.
Lawton, E. C. and Fox, N. S. (1994). “Settlement of Structures Supported on Marginal or
Inadequate Soils Stiffened with Short Aggregate Piers.” Proceedings, Vertical and Horizontal
Deformations of Foundations and Embankments. College Station, TX. June 16-18.
Lawton, E. C., Fox, N. S. and Handy, R. L. (1994). “Control of Settlement and Uplift of
Structures Using Short Aggregate Piers.” Proceedings, IN-SITU Deep Soil Improvements.
October 9-13.
Lien, B. H. and Fox, N. S. (2001). “Case Histories of Geopier® Soil Reinforcement for
Transportation Applications.” Proceedings, Asian Institute of Technology Conference.
Bangkok, Thailand. November.
Lien, B. H., Fox, N. S. and Han K. K. (2002b). “Geopier® Floating Foundations – A Solution for
Roadway Embankments Over Soft Soils in Asia.” 2nd
World Engineering Congress in
Sarawak, Malasia, July 22-25, 2002.
Lien, B. H., Fox, N. S., Morales, E. M. and Han K. K. (2002a). “Case Histories and Design of
Floating Foundations With Geopier® Rammed Aggregate Pier Elements.” Proceedings of the
4th
International Conference on Ground Improvement Techniques. Kuala Lumpur, Malaysia.
March 26-28.
Lien, B.H., Fox, N.S., and Kwong, H.K. (2003). “Rammed aggregate pier soil reinforcement
system for roadway embankments over soft soils and peat.” Proceedings of the Twelfth
Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 489-492.
Lillis, C., Lutenegger, A. and Adams, M. (2004). “Compression and Uplift of Rammed
Aggregate Piers in Clay.” GeoSupport Conference, January 2004.
Page 5
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November 2012 Page 5 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Loehr, J.E., Ang, E.C., Parra, J.R., and Bowders, J.J. (2004). “Design Methodology for
Stabilizing Slopes Using Recycled Plastic Reinforcement.” Proceedings of Geo-Trans 2004.
Los Angeles, CA. July 27-31.
Lopez, R. A. and Shao, L. (2007). “Use of a state and seismic deformation criteria for vibro
replacement stone columns: A case history.” Proc., Geo-Denver Conference, ASCE
Geotechnical Special Publication No. 172: Soil Improvement, ASCE, Reston, VA.
Mackiewicz, S.M. and Camp, W.M. (2007). “Ground Modification: How Much Improvement?”,
Proc., Geo-Denver Conference, ASCE Geotechnical Special Publication No. 172: Soil
Improvement, ASCE, Reston, VA.
Majchrzak, M., Lew, M., Sorensen, K., and Farrell, T. (2004). “Settlement of Shallow
Foundations Constructed Over Reinforced Soil: Design Estimates vs. Measurements.” Fifth
International Conference on Case Histories in Geotechnical Engineering, April 2004.
Miller, J. P., Richards, J. N., and Wissmann, K. J. (2007). “Analysis of uniformly loaded floor
slabs supported by rammed aggregate pier elements.” GeoDenver 2007, GSP-172: Soil
Improvement.
Minks, A. G., Wissmann, K. J., Caskey, J. M. and Pando, M. A. (2001). “Distribution of Stresses
and Settlements Below Floor Slabs Supported by Rammed Aggregate Piers.” Proceedings,
54th
Canadian Geotechnical Conference. Calgary, Alberta. September 16-19.
Mitchell, J.K. (1981b). “Soil Improvement: State-of-the-Art”. Session 12, Tenth International
Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June 15-
19.
Mitchell, J.K. and Huber, T.M. (1985). “Performance of a Stone Column Foundation.” Journal
of Geotechnical Engineering, ASCE, 111 (2), 205-223.
Moser, K. R., Cowell, M. J. and Wissmann, K. J. (1999). “Use of Rammed Aggregate Piers in
Place Deep Foundations for Settlement and Uplift Control of Buildings and Retaining
Walls.” Proceedings, 13th
Ohio River Valley Soils Seminar. October.
Murugesan, S. and Rajagopal, K. (2006). “Geosynthetic-encased stone columns: Number
evaluation.” Geotextiles and Geomembranes, 24, 349-358.
O’Malley, E. S., Saunders, S.A., and Ecker, J.J. (2004). “Slope rehabilitations at the Baltimore-
Washington Parkway with rammed aggregate piers.” Transportation Research Record:
Journal of the Transportation Research Board, 1974, 136-146.
Page 6
AGGREGATE COLUMNS
November 2012 Page 6 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Parra, Jorge R.; Caskey, J. Matthew; Marx, Eric, and Dennis, Norman. (2007). “Stabilization of
Failing Slopes Using Rammed Aggregate Pier Reinforcing Elements.” Presented at Geo-
Denver 2007. February 2007.
Pham, Ha T. V., Suleiman, M., and White, D. (2004). “Numerical analysis of geosynthetic-
rammed aggregate pier supported embankments,” GeoTrans 2004. ASCE.
Pham, Ha T.V.; and White, David. (2007). “Support Mechanism of Rammed Aggregate Piers –
II. Numerical Analysis.” May 2007.
Pitt, J.M., White, D., Gaul, A., and Hoevelkamp, K. (2003). “Highway applications for rammed
aggregate piers in Iowa soils.” Iowa Department of Transportation, Project TR-443.
Priebe, H.J.. (1995). “The design of vibro replacement.” Ground Engineering, 28(10), 31-37.
Priebe, H. J. (1998). “Vibro Replacement to prevent earthquake induced liquefaction.” Ground
Engineering, September, 30-33.
Rizzo, P., Dulude, J., Carter, M., and Holchin, J. (1997). “Stone columns for remediating
liquefaction-prone sands,” Waterpower, 264-273.
Shenthan, T., Thevanayagam, S., and Martin, G.R. (2006). “Numerical simulation of soil
densification using vibro-stone columns,” ASCE, Geotechnical Engineering in the
Information Age, Eds. D.J. Degroot et al.
Shields, C., FitzPatrick, B. and Wissmann, K. (2004). “Modulus Load Test Results for Rammed
Aggregate Piers in Granular Soils.” GeoSupport Conference, January 2004.
Siegel, T., Caskey, M., and Huckaba, D., (2005). “Combination of Ground Improvement
Techniques For Support of Shallow Foundations in Karst.” Proceedings of Sessions of Geo-
Frontiers 2005. Austin, TX, January 24-26, 2005.
Srinivasan, S., Smithson, J., and Viswanathan, R. (2002). “Case Study of Ground Modification
to Control Settlement in Uncontrolled Fill.” Ohio River Valley Soils Seminar XXXIII,
Cincinnati, OH. October 18.
Stark, T.D. and Yacyshyn, B.M. (1991). “Specifications for constructing and load testing stone
columns in clays.” Deep Foundation Improvements: Design, Construction, and Testing,
ASTM STP 1089, 73-84.
Suleiman, M. T. and White, D. (2006). “Load transfer in rammed aggregate piers.” International
Journal of Geomechanics, 6(6), 389-398.
Page 7
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November 2012 Page 7 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
Sutterer, K., Hanson, J., Bullard, J. and Struewing, T. (2004). “Design, Construction, and
Monitoring of Rammed Aggregate Piers for a Structure over Soft Soils.” Proceedings of
Orvis Conference. Akron, OH, Spring 2004.
Weber, T.M. (2006). “Centrifuge modeling of ground improvement under embankments.” An
International Journal for Engineering and Information Sciences, 1(2), 3-15.
White, D. and Suleiman, M. (2004). “Design of Short Aggregate Piers to Support Highway
Embankments.” Transportation Research Board Annual Meeting, January 2004.
White, D. J., Lawton, E. C. and Pitt, J. M. (2000). “Lateral Earth Pressure Induced by Rammed
Aggregate Piers.” Proceedings, 53rd
Annual Canadian Geotechnical Conference. Montreal,
Canada.
White, D., Wissmann, K., Barnes, A. and Gaul, A. (2002a). “Embankment Support: A
Comparison of Stone Column and Rammed Aggregate Pier Soil Reinforcement.”
Proceedings of the 55th
Canadian Geotechnical and 3rd
Joint IAH-CNC and CGS
Groundwater Specialty Conferences. Niagara Falls, Ontario, Canada. October 20-23.
White, D., Wissmann, K., Barnes, A. and Gaul, A. (2002b). “Design of Short Aggregate Piers
to Support Highway Embankments.” Proceedings of Soil Mechanics 2004 and Journal of the
Transportation Research Board. Washington, DC 2004.
White, D.J. and Hoevelkamp, K. (2004). “Settlement Monitoring of Large Box Culvert
Supported by Rammed Aggregate Piers – A Case History.” Proceedings of Geo-Trans 2004.
Los Angeles, CA. July 27-31.
White, D.J., Pham., H.T.V., Hoevelkamp, K.K. (2007c). “Support mechanisms of rammed
aggregatre piers. I: Experimental results.” Journal of Geotechnical and Geoenvironmental
Engineering, 133(12), 1503-1511.
Wissmann, K. J. and Fox, N. S. (2000). “Design and Analysis of Short Aggregate Piers Used to
Reinforce Soils for Foundation Support.” Proceedings, Darmstadt Technical University
Colloquium. Darmstadt, Germany. March.
Wissmann, K. J. and Minks, A. G. (1999). “Innovative Foundation System Hits a Home Run at
Memphis Autozone Park.” Paper presented at the Memphis Area Engineering Society
Conference. May.
Wissmann, K. J., FitzPatrick, B. T., White, D. J., Lien, B. H. (2002). “Improving Global Stability
and Controlling Settlement with Geopier® Soil Reinforcing Elements.” Proceedings of the
Page 8
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AND STABILIZATION OF PAVEMENT WORKING PLATFORM
BIBLIOGRAPHY
4th
International Conference on Ground Improvement Techniques. Kuala Lumpur, Malaysia.
March 26-28.
Wissmann, K. J., Fox, N. S. and Martin, J. P. (2000). “Rammed Aggregate Piers Defeat 75-Foot
Long Driven Piles.” Proceedings, Performance Confirmation of Constructed Geotechnical
Facilities. ASCE Special Publication No. 194. Amherst, MA. April 9-12.
Wissmann, K. J., Moser, K. and Pando, M. A. (2001b). “Reducing Settlement Risks In Residual
Piedmont Soils Using Rammed Aggregate Pier Elements.” Proceedings, ASCE Specialty
Conference. Blacksburg, VA. June 9-13.
Wissmann, K. J., Williamson, T., Jean, C. and Ringholz, R. (2001a). “Use of Geopier® Soil
Reinforcing Elements to Support a Large Aboveground Storage Tank Facility in Texas.”
Independent Liquid Terminals Association 2001 Annual Operating Conference. Houston,
TX. June 11-14.
Wissmann, Kord J.; White, David J., and Lawton, Evert. (2007) “Load Test Comparisons for
Rammed Aggregate Piers and Pier Groups.” Presented at Geo-Denver 2007. February 2007.
Wong, D.O., FitzPatrick, B.T. and Wissmann, K.J. (2004). “Stabilization of Retaining Walls and
Embankments Using Rammed Aggregate PiersTM
.” Proceedings of Geo-Trans 2004. Los
Angeles, CA. July 27-31.
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AND STABILIZATION OF PAVEMENT WORKING PLATFORM
REFERENCE MATRIX
KEY:
= item addressed in
reference
TE
CH
NO
LO
GY
OV
ER
VIE
W
SIT
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HA
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SIG
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ET
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IME
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/CO
NT
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CO
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TR
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CS
QA
/QC
PE
RF
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GE
OT
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L L
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NO
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TE
CH
LIM
ITA
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NS
CA
SE
HIS
TO
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EN
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AL
IM
PA
CT
S
INIT
IAL
CO
ST
LIF
E C
YC
LE
CO
ST
S
DU
RA
BIL
ITY
RE
LIA
BIL
ITY
Al-Homoud and Degen (2006)
Abdulah and Edil (2007)
Allgood et al. (2003)
Ashford et al. (2000)
Ayadat and Hanna (2005)
Baez (1995)
Baez and Martin (1993)
Barksdale and Bachus (1983a
and b)
Clemente and Parks (2005)
Carchedi et al. (2006)
Collin (2007a)
Deb et al. (2007)
Dwyer et al. (2006)
Elias et al (2006a)
Elshazly et al. (2007)
Farrell and Taylor (2004)
Page 10
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RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
REFERENCE MATRIX (CONTINUED)
KEY:
= item addressed in
reference
TE
CH
NO
LO
GY
OV
ER
VIE
W
SIT
E C
HA
RA
CT
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IZA
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AN
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IS T
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IQU
ES
DE
SIG
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DU
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SIG
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TR
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/CO
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TR
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CS
QA
/QC
PE
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MA
NC
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GE
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HN
ICA
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NO
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CH
LIM
ITA
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NS
CA
SE
HIS
TO
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EN
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ME
NT
AL
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PA
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S
INIT
IAL
CO
ST
LIF
E C
YC
LE
CO
ST
S
DU
RA
BIL
ITY
RE
LIA
BIL
ITY
Fitzpatrick and Wissmann
(2006)
Fox and Cowell (1998)
Fox and Edil (2000)
Fox and Lien (2001a)
Fox and Lien (2001b)
Fox et al. (2004)
Girsang et al. (2004)
Guetif et al. (2007)
Hall et al. (2002)
Han and Ye (2001)
Han and Ye (2002)
Han et al. (2002b)
Han et al. (2002c)
Handy (2001)
Handy and White (2006a)
Handy and White (2006b)
Page 11
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RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
REFERENCE MATRIX (CONTINUED)
KEY:
= item addressed in
reference
TE
CH
NO
LO
GY
OV
ER
VIE
W
SIT
E C
HA
RA
CT
ER
IZA
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N
AN
AL
YS
IS T
EC
HN
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ES
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DU
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DE
SIG
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OD
ES
CO
NS
TR
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ET
HO
DS
CO
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TR
UC
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IME
EQ
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/CO
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CT
OR
S
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TR
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DS
CO
NT
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CT
ING
CO
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TR
UC
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PE
CS
QA
/QC
PE
RF
OR
MA
NC
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ER
IA
MO
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ING
GE
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HN
ICA
L L
IMIT
AT
ION
S
NO
N-G
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TE
CH
LIM
ITA
TIO
NS
CA
SE
HIS
TO
RY
EN
VIR
ON
ME
NT
AL
IM
PA
CT
S
INIT
IAL
CO
ST
LIF
E C
YC
LE
CO
ST
S
DU
RA
BIL
ITY
RE
LIA
BIL
ITY
Handy and Wissmann (1999)
Hassandi and Edil (undated)
Kumar (2001)
Lawton (2000)
Lawton and Fox (1994)
Lawton et al. (1994)
Lien and Fox (2001)
Lien et al. (2002b)
Lien et al. (2002a)
Lien et al. (2003)
Lillis et al. (2004)
Lopez and Shao (2007)
Mackiewicz and Camp (2007)
Majchrzak et al. (2004)
Miller et al. (2007)
Mitchell (1981b)
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November 2012 Page 12 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
REFERENCE MATRIX (CONTINUED)
KEY:
= item addressed in
reference
TE
CH
NO
LO
GY
OV
ER
VIE
W
SIT
E C
HA
RA
CT
ER
IZA
TIO
N
AN
AL
YS
IS T
EC
HN
IQU
ES
DE
SIG
N P
RO
CE
DU
RE
DE
SIG
N C
OD
ES
CO
NS
TR
UC
TIO
N M
ET
HO
DS
CO
NS
TR
UC
TIO
N T
IME
EQ
UIP
ME
NT
/CO
NT
RA
CT
OR
S
CO
NS
TR
UC
TIO
N L
OA
DS
CO
NT
RA
CT
ING
CO
NS
TR
UC
TIO
N S
PE
CS
QA
/QC
PE
RF
OR
MA
NC
E C
RIT
ER
IA
MO
NIT
OR
ING
GE
OT
EC
HN
ICA
L L
IMIT
AT
ION
S
NO
N-G
EO
TE
CH
LIM
ITA
TIO
NS
CA
SE
HIS
TO
RY
EN
VIR
ON
ME
NT
AL
IM
PA
CT
S
INIT
IAL
CO
ST
LIF
E C
YC
LE
CO
ST
S
DU
RA
BIL
ITY
RE
LIA
BIL
ITY
Murugesan and Rajagopal
(2006)
Minks et al. (2001)
Moser et al. (1999)
O'Malley et al. (2004)
Parra et al. (2007)
Pham et al. (2004)
Pham and White (2007)
Pitt et al. (2003)
Priebe (1995)
Priebe (1998)
Rizzo et al. (1997)
Shenthan et al. (2006)
Shields et al. (2004)
Siegel et al. (2005)
Srinivasan et al. (2002)
Stark and Yacyshyn (1991)
Page 13
AGGREGATE COLUMNS
November 2012 Page 13 of 13 R02 GEOTECHNICAL SOLUTIONS FOR SOIL IMPROVEMENT,
RAPID EMBANKMENT CONSTRUCTION,
AND STABILIZATION OF PAVEMENT WORKING PLATFORM
REFERENCE MATRIX (CONTINUED)
KEY: = item addressed in
reference
TE
CH
NO
LO
GY
OV
ER
VIE
W
SIT
E C
HA
RA
CT
ER
IZA
TIO
N
AN
AL
YS
IS T
EC
HN
IQU
ES
DE
SIG
N P
RO
CE
DU
RE
DE
SIG
N C
OD
ES
CO
NS
TR
UC
TIO
N M
ET
HO
DS
CO
NS
TR
UC
TIO
N T
IME
EQ
UIP
ME
NT
/CO
NT
RA
CT
OR
S
CO
NS
TR
UC
TIO
N L
OA
DS
CO
NT
RA
CT
ING
CO
NS
TR
UC
TIO
N S
PE
CS
QA
/QC
PE
RF
OR
MA
NC
E C
RIT
ER
IA
MO
NIT
OR
ING
GE
OT
EC
HN
ICA
L L
IMIT
AT
ION
S
NO
N-G
EO
TE
CH
LIM
ITA
TIO
NS
CA
SE
HIS
TO
RY
EN
VIR
ON
ME
NT
AL
IM
PA
CT
S
INIT
IAL
CO
ST
LIF
E C
YC
LE
CO
ST
S
DU
RA
BIL
ITY
RE
LIA
BIL
ITY
Suleiman and White (2006)
Sutterer et al. (2004)
Weber (2006)
White and Suleiman (2004)
White et al. (2000)
White et al. (2002a)
White et al. (2002b)
White and Hoevelkamp (2004)
White et al. (2007c)
Wissmann and Fox (2000)
Wissmann and Minks (1999)
Wissmann et al. (2002)
Wissmann et al. (2000)
Wissmann et al. (2001b)
Wissmann et al. (2001a)
Wissmann et al. (2007)
Wong et al. (2004)