a@r trst**elti. - UNPAR Institutional Repository

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proceedin g 2dh ilEAGC - tn .aesEl conleretw ia a@r _with 2y' hd rcY

conference on Geotechnicqt trst*"*el"t"i. - nrnoirejn" 6 -? Novcmber 2olt-rsth- tl,Dt0'fl741'6.9

Behavior of single Pile and Pile Group Foundation for High Rise Buildings

on i*pu"rive -soils (prof. paulus p- Rahardio-universitas l{atolik Paruhyngan'

Indonesii) ... ...

Challenges in Design and Construction of Deep Excavation and Case

Histories (Dato' Dr- Ir. Gue See Sew' CEO of G & P Professionals' Malaysia) " " "

Design and Construction of Foundation System for Malaysia First

DrawbridgeatKualaTerengganu(Shaw-ShongLiew'Kuan-sengKooandFong-wah

II8.

9.

39-45

46-54

l.

2.

3.

4.

AdvancementofBearingCapacityandSettlementAnalysesofPiled-RaftFoundation (Sugeng K'isna'1to' Iwayan Sengara and Fithrie Nut Adelina) 61'64

Effect of Intermediary Weak Layer on The Behaviour of Piled Raft

(Venkatraman Balakumar, Huang Min, Erwin olt and Arumugam Balasubramaniam)...,,,....,.... 65-7|

55-60Chee)..

Analysis of In Situ La-terally I oaded Tests on Caisson Foundations72-75

(Jiunn-Shyang Chiou and Cheng-Chang Tsai) ' "

5. StudyofBoredPileCapacityinKlangValleyResidualSoilBasedonField-PerformanceData(AllanChweeYewLun,BalakrishnanEttyGaunderandNazriAtr..............

76-81

Foundation value Engineering & underpinning Using Micropile for

Building upgrading works (Kai Ming L"" ora tuy NoriJsva Mohd said) """""""""' 82-86

InterpretationonPerformanceofTwoDrilledShaftsSubjectedtoTensileLoading Considerinf C""ttt" Cracking Effect (san-stryanLin *".:::.:.::.'.:.:.".:

87-90Chia-HongLai)

6.

7.

8.

9.

PilesettlementUncertaintyinJakarta,Indonesia(BondansatriaandWidiojoAdiPrakoso).

10. APPlicationMonitoringHsiung) " """"

of Newly Developed Real- Time Website-base GIS

in Tunnelling (Ch'istian Luis' Johnn' Huang and Bin-Chen Benson

9l-94

95-100

Session I.Al - Pile. (TC 212

101-104

PrOCeedin g ff W- f .Wl c-*!n*ce in conjunction'n,ith 22"d Annual Indonesian NationalConference on Gcoofrd %- l&ta - INDONESIA, 6 -7 November 2018. ISBN No. 978-602-17221-6-9

Assessment of Mochanical Behavior of Granular Soils Adopting VariousPlasticity Models (bepa Paril, Anitha Kumori S D and Nimmy Mariam

Abraham).---..

Remediation of Oil Tank Using PLAXIS 3D l,tnthony Gunawan).

Dynamic Analysis of Underwater Tunnels (Akhita Babu, Anitha S D and Ninrmy

Mariam Abraham)

3D Finite-Element Analysis on Behaviours of Pile Group and Piled RaftFoundation Models Subjected to Cyclic Horizontal Loading (Anh-Tuan vu and

Tatsunori Matsumoto) . . .......

Finite Difference Analysis of Raft Foundations under Vertically StaticLOadS (Der-Wen Chang and Hsin-Wei Lien).

Session IV.B2 - Soil Mechanics & Lab. (TC 101 & TC 102)

Determining Unsaturated Soil Properties Through Parameter Estimation

|Ibrah!mIbrahim,DiditNurArifand.NurlyGofo,).......:...........

Stochastic Estimation of Consolidation Settlement of The UpperPleistocene Clay Layer in Osaka Bay Using a Particle Filter Method ghotaroKubotal and Kazuhiro Oda2) ......

Volcanic Cohesive Soil Behavior under Static and Cyclic Loading eva odeSutnartini, Hemanto Hazarika, Takaji Kokusho and Shinichiro Lshibashr.................

Screw Driving Sounding Test for Soil Identification and classification(Aminaton Marto, Go sakai, Naoaki suemasa, Nor zurair"ahetty Mohd Yunus, Siti Norafida Jusoh,Nodiah Jamaludin, Muhommad Mustakim Ponimin and Muhatnmad Fakrulnizam MohdTahit)...........

Argillaceous Rock Properties Changes Due to the Weathering Proces s (td*rsM. Alatas, Masyhur lrsyam, Ramli Nazir and Pintor T. Simatupang)

Investigation of Aqueous Phase Liquids Migration in Double-Porosity Soilunder Isothermal and Non-Isothermal Effect (Loke Kok Foong, prof. tr. Dr. Ramti

Nazir and Assistant Professor Dr. Hossein Moayedi).

Lessons Learned from Pressuremeter Tests on stone columns @ichard ong).

correlations Between Gradation, Physical and Mechanical Parameters forMaterial Embankments Reclamation lHennan lt'ahyudi ancl yudhi Lastiasih)

Characterization of Leachate Distributions at Ngipik Municipal SolidWaste Disposal site in East Java - Indonesia (Ria.4sih.4q,oni Soentitro, Dy,a Deso

Wanmna and Nila Suta) ..........

24.

25.

26.

27.

28.

29.

30.

31.

32.

-r-)-

202-207

208-213

214-217

218-224

225-230

231-235

236-237

238-244

245-250

251-257

258-263

264-267

268-271

34.

35.

36.

vilt

37.

272-276

PfOCeedin g zf sfsrc- flCSSer WNz in conjunction wirh 22il Annual Indonesian NationalConference on Geotechnical futururlEr&lr-INmNESLA,6 -7 November 2018. ISBN No.978-602-17221-6-9

Numerical Simulation of Some Debris Flow Events in Central Java forPredicting Run-out Distributions Qmam Achmad Sadisun, Rendy Dwi Kartiko and lndraAndra Dinato)

Channeled landslide Protection Using Flexible Barriers (Thomas Hangartner,

Prosida Rhapsody and Christophe Balg) .........

Research on Failure of Aeolian Sand Roadbed Slope Through LaboratoryStatic Load Test (Xiukun Dong and Liying Liu) ............

Stability Analysis of an Overall Failure Excavation Case in Hang Zhou(Tuan Nghia Do) ...

Effect of the Initial Suction Boundary on the Slope Failure of VolcanicResidual Soil f/s,rs Setyo Muntohar) ...............

Seqsion VI].DI - Soil Improvement. (TC 211)

55. Applying In Situ Debris-cement Mixtures to the Ground Improvement of. Bank in Wild Creeks (hmyang Chen, Ihui Chen, Yushu Lin, Sheichen Ho and Micubin Su)..

Dynamic Compaction of Lateritic Fill for Property Developmeflt (Richard

Ong and Marini Mardi).

57. Settlement Ratio Determination of Vacuum Preloading Soil ImprovementTechnique (Case Study at Palindra Toll Project Section l) (Herwan Dermowan,Masyhur lrs1,qm, Bigman M Hutapea, Endra Susila, Rizal Sutjipto and ldwanSuhendra) .,....

The Settlement Evaluation of Improved Soft Clay Using LECAReplacement Technique (Azhani Zukri, Ramli Nazir anct Ng Kok Shierl) .... .

59. Performance of Helix Piled Raft in Tropical Fibrous Peat Soil under TrafficLoads @rdy Arsyad, Ahmad Bakri Muhiddin and Latuolenna Samang)

60. Effect of Compaction on Liquefaction of River Sand and Sea Sand in HaiPhong City, Vietnaltyr (Chatt Lon Nguyen, euang plurc Ngu1,sn, Hai Ha Nguyen and DucManh Nguyen)

Proposal of Permeability Evaluation Method of Suspension Grout (KentaroUenrttra, Takantitsu Sasaki, Naooki Suemasa, Kazuya Itoh, Koichi Nagoo ond Shunsuke Sl.timadn)

Compacted Polymer-Enhanced Bentonite-Sand Mixture - Behaviour andPotential Application S (Agus Setionto Santingon and l'ulian Firntctno Artfin) .................

Geosynthetic Reinforced Road Structure as Fast Rehabilitation for aTyphoon Disaster (Hentincr Ho, Jelf Yang ancl Henry. Sie)

50.

51.

52.

53.

54.

337-340

341-347

348-35 I

352-354

355-358

56.

359-362

363-367

368-371

372-377

378-38 I

382-388

389-394

39s-400

401-404

58.

61

62.

63.

PfOCeedin g ZN SLICC - P ,qC$EA C-anference in conjunction with 22nd Annual Indonesian NationalConference on Geotechnical Engineering Jakma - INDONESIA, 6 -7 November 2018. ISBN No. 978-602-17221-6-9

Effects of Cross Wall to the System Stiffness of Deep Excavations in Clay(Zih-Yun Wang, Bin-Chen Benson Hsiung, HsiiSfteng Hsi eh and Louis Ge) . . . .. .. .. -...

Ground Surface Settlement Induced by Diaphragm and Buttress WallsInstallation: Numerical Sfudy (Aswin Lim and Pio Go Hsieh)

Evaluation of Surface Settlement and Lateral Displacement During TunnelConstruction Using 3D Numerical Modelling (Faluni Aldiamar, Desyanti Desyanti,Masyhur lrsyam, Bigman M. Hutapea, Endra Susila, Riska Muslintah and Weni

Maulino).

76.

77.

78.

474-479

480-483

484-488

Session X.RE2 - Other Sessions & Indonesian Class

79. Aplikasi Metode Elemen Hingga dan Kriteria Runtuh Papaliangas BatuanBerkekar : Problem-Problem Analisa Terowongan, Kestabilan Lereng danWellbore Stability dalam Mekanika Batuan (t{ilham George Louhenapessy)

489-494

80. The Application of Active Lime & Cement as Soil Stabilization Material(Renggo Ginanjar, Wilham G. Louhenapessy, Asrul Ahdar) ...... ...................................... 495-498

81. Perbandingan Analisa Perkuatan Lereng dengan Jangkar : Program danManual ([awan Kuswayo and llilham G. Louhenapess, .............. 499-502

82. On the Weak Limestone Rock Slope Stability Analysis (rilhan George

Louhenapessy) 503-510

83. Slope Stability Anayses using Probabilistic Approach (A Case study inGrobogan, Central Java) ltt"Oryonsyah Dwi Riyadinata, 7'usep tuluslih Pro-v,ana, Niken

Silmi Surjandari and Noegroho Djarwanti) 51 1-5 14

84. Perancangan Proteksi Galian Dalam Dengan Soldier Pile. Studi Kasus :

Underpass Pada Pusat Perbelanjaan di Kawasan Jakarta Selatan (siska Rustiani

and Ryan Alexander Lynran) 5 I 5-5 I 8

85. Study of Slope Failure and Reinforcement Analysis to Restore and Increasethe Slope Stability in Flores, East Nusa Tenggara Using Plaxis 2D and 3D(Rendra Priatnol, Ali lskondar2, and Jo Lian Huat3) ... 519-523

Study on The Effects of Vibration due to Pile Driving by EmpiricalFormulas and Continuous Monitoring r*ryo"us Dia: Alvil, Rictq,Seriowctn2, AndySugianto3, Paulus P. Rahordjo4) ... 524-528

Pengaruh Tahanan Ujung Tiang dan Faktor Aman Terhadap Lendutan PelatTerpaku Tiang Tunggal Pada Lempuns Lunak f. Anasl, o. Ferl"v-2. tvt. Roza3)

86.

87.

xii

529-533