ESTABLISHMENT OF GEOTECHNICAL PROPERTIES AND 3D NUMERICAL MODELS FOR DEEP EXCAVATION IN CENTRAL JAKARTA

簡易檢索 / 詳目顯示

回結果列表

研究生：	Wahyuning Aila Wahyuning - Aila
論文名稱：	ESTABLISHMENT OF GEOTECHNICAL PROPERTIES AND 3D NUMERICAL MODELS FOR DEEP EXCAVATION IN CENTRAL JAKARTA ESTABLISHMENT OF GEOTECHNICAL PROPERTIES AND 3D NUMERICAL MODELS FOR DEEP EXCAVATION IN CENTRAL JAKARTA
指導教授：	楊國鑫 Kuo-Hsin Yang 熊彬成 Bin-Chen (Benson) Hsiung
口試委員:	歐章煜 Chang-Yu Ou 葛宇甯 Yu-Ning (Louis) Ge
學位類別：	碩士 Master
系所名稱：	工程學院 - 營建工程系 Department of Civil and Construction Engineering
論文出版年：	2016
畢業學年度：	104
語文別：	英文
論文頁數：	122
中文關鍵詞：	deep excavation 、Jakarta MRT 、3D finite element 、wall deformation 、ground settlement 、wall deflection path 、corner effect 、SQD
外文關鍵詞：	deep excavation, Jakarta MRT, 3D finite element, wall deformation, ground settlement, wall deflection path, corner effect, SQD
相關次數：	點閱：267 下載：24
分享至:	分享至facebook 分享至twitter

查詢本校圖書館目錄查詢臺灣博碩士論文知識加值系統勘誤回報

Jakarta MRT is not only the first MRT in Indonesia but also the first large-scale underground works in Jakarta. Before the Jakarta MRT project, only limited information can be identified for subsurface soil conditions and deep excavation analyses in Jakarta. To take the advantage of Jakarta MRT project, this study aims to establish the geotechnical properties and develop 3D numerical models in order to have a better understanding of deep excavation in Jakarta. As the progress of Jakarta MRT construction, an extensive soil investigation program was carried out. The quality of soil sample are evaluated. The drained and undrained shear strength properties of Jakarta clay was determined by a series of triaxial CU and UU tests. The determined soil properties were compared with empirical relations which are correlated with SPT- N value and soil index properties. Finally, a summary of simplified soil input properties for Jakarta clay was provided. Afterward, a three-dimensional finite element model for analysing the deep excavation of MRT Bundaran HI station in Central Jakarta was developed and it is aware that said underground structure was constructed using top- down method. A series of parametric studies was conducted to evaluate the influence of soil drainage type (i.e., total and effective stress analysis), and the impact of soil stiffness on the numerical results, in particular for diaphragm wall deformation and ground settlement.
The numerical results indicated the input soil modulus has significant influence on wall performance. The wall deformation using empirical soil modulus (from SPT-N) is generally smaller than that using experimental soil modulus (from CU tests) from surface level until the depth of 8 m and reverse trends can be observed for the depth below 8 m. Finally, the results presented in this study reflected that fundamental researches on determination of sampling quality (SQD), drained and undrained soil shear strength and modulus are still in a great need for Jakarta clay because these input properties have great influences on the predicted wall performance in finite element analyses.

Abstract i
Acknowledgment iii
Table of Contents iv
List of Figures v
List of Tables viii
List of Symbols and Abbreviations xiii
Chapter 1 Introduction 1
1	Research Motivation 1
2	Research Objectives 4
3	Thesis Outline 4
Chapter 2 Literature Review 7
1	Introduction 7
2	Characteristic of Wall Deformation and Ground Settlement Induced by Excavation 7
2.1 Wall Deformation 8
2.2 Ground Surface Settlement 10
3	Three-dimensional Excavation Behavior 11
4	Wall Deflection Path and Reference Envelope 12
5 Overview of Soil Constitutive Models 13
5.1 Mohr-Coulomb Model 13
5.2 Hardening Soil Model 14
5.3 Undrained Type Material in Plaxis 15
Chapter 3 Jakarta MRT System 17
1	Introduction 17
2	Deep Excavation of Jakarta MRT CP106 18
3	Correction of Inclinometer Readings 21
Chapter 4 Site Exploration and Characterization of Jakarta MRT Project 34
1	Introduction 34
2	Literature Review on Geotechnical Characteristics of Jakarta Soil 34
2.1 Topography Setting 34
2.2 Structural Geology of Jakarta Basin 35
2.3 Ground Condition in Central Jakarta 39
2.4 Geotechnical Problems in Jakarta 42
3	Subsurface Exploration 45
3.1 Stratigraphic Profile 45
3.2 Observed Groundwater Table 48
3.3 Standard Penetration Test (SPT-N) 50
3.4 Cone Standard Penetration Test (CPT) 52
4	Laboratory Test 54
4.1 Index Properties 54
4.2 Compressibility 56
4.3 Permeability and Hydraulic Conductivity 58
4.4 Undrained Shear Strength Parameters 60
4.5 Effective Strength Parameters 62
4.6 Soil Modulus 63
5	Evaluation of sample disturbance 66
6	Summary of Soil Parameters 69
Chapter 5 Finite Element Analyses 70
1	Introduction 70
2	Input Parameters 70
2.1 Soil Parameters 70
2.2 Structure Parameters 72
2.3 Slabs 73
3	Benchmark Analyses 74
3.1 Geometry Model and Computational Sequences 74
3.2 Output from Benchmark Analysis 75
4	Full-scale Model Analyses 79
4.1 Geometry Model and Computational Sequences 79
4.2 Output from Full-scale Model Analysis 81
Chapter 6 Evaluation the Performance of Diaphragm Wall 87
1	Influence of Drained and Undrained Soil Shear Strength 87
2	Comparison of Wall Deformation with Inclinometer Readings 88
3	Corner Effect Study 91
4	Wall Deflection Paths and Reference Envelopes 97
Chapter 7 Conclusions and Recommendations 100
1	Summary of Research Objectives 100
2	Conclusions 100
2.1 Ground Conditions in Jakarta 100
2.2 Finite Element Analysis 102
2.3 The Performance of Diaphragm Wall 103
3	Recommendation for Future Works 104
Appendix 105
References 113

                                

Abidin, H., Andreas, H., Gamal, M., Fukuda, Y., & Deguchi, T. (2009). Land Subsidence and Urban Development in Jakarta (Indonesia) Paper presented at the 7th FIG Regional Conference, Hanoi, Vietnam.
Abidin, H. Z., Andreas, H., Djaja, R., Darmawan, D., & Gamal, M. (2007). Land Subsidence Characteristic of Jakarta between 1997 and 2005, as Estimated Using GPS Surveys. GPS Solit, 12, 23-32.
Abidin, H. Z., Andreas, H., Gumilar, I., Fukuda, Y., Pohan, Y. E., & Deguchi, T. (2011). Land subsidence of Jakarta (Indonesia) and its relation with urban development. Nat Hazards, 59, 1753-1771.
Abidin, H. Z., Djaja, R., Darmawan, D., Hadi, S., Akbar, A., Rajiyowiryono, H., . . . Subarya, C. (2001). Land Subsidence of Jakarta (Indonesia) and its Geodetic Monitoring System. Natural Hazards, 23, 356-387.
Anderesen, A., & Kolstad, P. (1979). The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials. Paper presented at the The International Conference on Soil Sampling, Singapore.
Avanti, A. (2013). Numerical Analyses of Jakarta MRT Deep Excavation Project. (Master), National Taiwan University of Science and Technology, Taipei, Taiwan.
Brinkman, J. j., & Hartman, M. (2008). Jakarta Flood Hazard Mapping Framework. Retrieved from http://www.hkv.nl/documenten/jakarta_flood_hazard_mapping_framework_mh.pdf
Budhu, M. (2011). Soil mechanics and foundations (3rd ed.). Hoboken, NJ: Wiley.
Calvello, N., & Finno, R. (2004). Selecting parameters ro optimize in model calibration by inverse analysis. Computer and Geotechnics, 31, 410-424.
Clough, G. W., & O'Rourke, T. D. (1990). Construction-induced movements in situ walls, design, and performance of eart retaining structure. ASCE Special Publication, 25, 439-470.
Coduto, D. P. (2001). Foundation design : principles and practices (2nd ed.). Upper Saddle River, N.J.: Prentice Hall.
Delinom, R. M. (2008). Groundwater management issues in the Greater Jakarta area, Indonesia. Paper presented at the International Workshop on Integrated Watershed Management for Sustainable Water Use in a Humid Tropical Region, Tsukuba, Japan.
Do, T.-N. (2015). a Study of Stability of Deep Excavations in Clay with Consideration of a Full Elastoplastic Support System. (Ph.D.), National Taiwan University of Science and Technology, Taipei, Taiwan.
Firmansyah, I. (2011). Simplified Soil Profiles dan Daya Dukung Fondasi Tiang di Jakarta. Retrieved from irawanfirmansyah.wordpress.com
Firmansyah, I., & Sukamta, D. (2000). Common Practice Basement Construction in Jakarta-Indonesia. ACF Symposium Technical Report, 28-39.
Houston, W. N., & Mitchell, J. K. (1969). Property interrelationships in sensitive clays. Journal of the Soil Mechanics and Foundations Division, ASCE, 95(4), 1037-1062.
Hsieh, P. G., & Ou, C. Y. (1998). Shape of ground surface settlement profiles cause by Excavation. Can. Geotech, J., 35(6), 1000-1017.
Hsiung, B. B. C. (2009). A case study on the behaviour of a deep excavation in sand. Computer and Geotechnics, 36(4), 665-675.
Hsiung, B. B. C., & Hwang, R. N. (2009). Correction of inclinometer readings for movement at tips. Geotechnical Engineering, 40(2), 39-48.
Hwang, R. N., & C., M. Z. (2007). Deflection Paths and reference envelopes for diaphragm walls in the Taipei Basin. Journal of GeoEngineering, 2(1), 1-12.
Hwang, R. N., & Moh, Z. C. (2007). Deflection paths and reference envelopes for diaphragm walls in The Taipei Basin. Journal of GeoEngineering, 2(1), 1-12.
Hwang, R. N., Tsung-Yeh Lee, Chung-Ren Chou, & Su, T.-C. (2012). Evaluation of performance of diaphragm walls by wall deflection paths. Journal of GeoEngineering, 7, 1-12.
Irsyam, M., Dangkua, D. T., Hendriyawan, Hoedajanto, D., Hutapea, B., Kertapati, E. K., . . . Petersen, M. D. (2008). Proposed Seismic Hazard Maps of Sumatra and Java Islands and Microzonation Study of Jakarta City, Indonesia. J. Earth Syst. Sci., 117, S2, 865-878.
JRA. (2002). Specification for Highway and Bridges, Part IV. Tokyo, Japan.
JWRMS. (1994a). Final Report: Groundwater Resources (10). Retrieved from Indonesia:
Lim, A., Ou, C. Y., & Hsieh, P. G. (2010). Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions. Journal of GeoEngineering, 5(1), 9-20.
MacDonald, M. (2013). Geotechnical Interpretatitve Report of Jakarta MRT Project Underground Sections: CP104 & CP105. Retrieved from
Makarim, C. A. (2005). Amblasan, Penurunan (Settlementent), dan Kegalalan konstruksi di Jakarta, presentation file.
Moh, Z. C., & Hwang, R. N. (2005). Geotechnical considerations in the design and construction of subways in urban areas. Paper presented at the Seminar on Recent Developments on Mitigation of natural Disasters, Urban Transportation and Construction Industry, Jakarta, Indonesia.
Ou, C. Y. (2006). Deep Excavation, Theory and Practice.
Ou, C. Y., Chiou, D. C., & Wu, T. S. (1996). Three-Dimensional Finite Element Analysis of Deep Excavations. Journal of Geotechnical Engineering, 122(5), 337-345. doi:doi:10.1061/(ASCE)0733-9410(1996)122:5(337)
Ou, C. Y., Hsieh, P. G., & Chiou, D. C. (1993). Characteristics of ground surface settlement during excavation. Can. Geotech, J., 30, 758-767.
Ou, C. Y., Hsieh, P. G., & Chiou, D. C. (1993). Characteristics of Ground Surface Settlement During Excavation. Can. Geotech, J., 30, 758-767.
Rachmadi. (2012). Workshop Teknologi Jembatan dan Terowongan 10 Agustus 2012 by Ir. Rachmadi Retrieved from
Rismianto, D., & Mak, W. (1993, 6-9 December). Environmental aspects of groundwater extraction in DKI Jakarta: Changing views. Paper presented at the Proceedings of the 22nd Annual Convention of the Indonesian Association of Geologists, Bandung.
Robertson, P. K. (2010). Soil behaviour type from the CPT: an update. Paper presented at the 2nd International Symposium on Cone Penetration Testing, Huntington Beach, California.
Robertson, P. K., Campanella, R. G., Gillespie, D., & Greig, J. (1986). Use of Piezometer Cone data. Paper presented at the In-Situ '86 Use of In-Situ testing in Geotechnical Engineering, ASCE, Reston, VA.
Schanz, T., Vermeer, P. A., & Bonnier, P. G. (1999). The hardening soil model: Formulation and verification. Paper presented at the Beyond 2000 in Computational Geotechnics - 10 years PLAXIS, Balkema, Rotterdam.
Surarak, C., Likitlersuang, S., Wanatowski, D., Balasubramaniam, A., Oh, E., & Guan, H. (2012). Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays. Soils and Foundations, 52(4), 682-697. doi:10.1016/j.sandf.2012.07.009
Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil mechanics in engineering practice (3rd ed.). New York: Wiley.
Waterman, D. (2006). PLAXIS Finite Element Code for Soil and Rock Analysis : Structural elements in PLAXIS, PLAXIS BV, Presentation File.
Whittle, A. J., & Davies, R. V. (2006). Nicoll Highway collapse: evaluation of geotechnical factors affecting design of excavation support system. Proc. Int. Conf. on Deep Excavation, Singapore.
Wood, D. M. (1983, December). Index properties and critical state soil mechanics. Paper presented at the Proceedings of the Symposium on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, Bangkok.
Yong, K. Y. (2015). Learning lessons from the construction of Singapore Downtown Line (DTL). Paper presented at the International Conference and Exhibition on Tunneling and Underground Space (ICETUS 2015), Kuala Lumpur, Malaysia.
Yong, R. N., Turcott, E., & Maathuis, H. (1995). Groundwater extraction-induced land subsidence prediction: Bangkok and Jakarta case studies. Paper presented at the Proceedings of the Fifth International Symposium on Land Subsidence.

簡易檢索 / 詳目顯示

相關論文