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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 楊國鑫(Kuo-Hsin Yang) | |
| dc.contributor.author | Richard Litanes | en |
| dc.contributor.author | 李查德 | zh_TW |
| dc.date.accessioned | 2022-11-24T03:33:34Z | - |
| dc.date.available | 2021-08-11 | |
| dc.date.available | 2022-11-24T03:33:34Z | - |
| dc.date.copyright | 2021-08-11 | |
| dc.date.issued | 2021 | |
| dc.date.submitted | 2021-08-06 | |
| dc.identifier.citation | Abidin, H. Z., Andreas, H., Gumilar, I., and Gamal, M. (2009). 'Land Subsidence and Urban Development in Jakarta (Indonesia).' Abidin, H. Z., Andreas, H., Djaja, R., Darmawan, D., and Gamal, M. (2008). 'Land subsidence characteristics of Jakarta between 1997 and 2005, as estimated using GPS surveys.' GPS Solutions, 12(1), 23-32. Abidin, H. Z., Andreas, H., Gumilar, I., Fukuda, Y., Pohan, Y. E., and Deguchi, T. (2011). 'Land subsidence of Jakarta (Indonesia) and its relation with urban development.' Natural Hazards, 59(3), 1753. Agung, M. D., Teng, F., Hsiung, B., and Wahyudi, H. (2020). 'Time-dependent behavior of excavations in central Jakarta. ' Aila, W. (2016). 'Establishment of Geotechnical Properties and 3D Numerical Models for Deep Excavation in Central Jakarta.'National Taiwan University of Science and Technology. Andersen, A., and Kolstad, P. (1979). 'The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling for coarser materials. ' The International Conference on Soil Sampling, Singapore. Buisman, A. S. K. (1936).” Results of long duration settlement tests.” 1st International Conference on Soil Mechanics and Foundation Engineering, pp.103-106. Budhu, M. (2011). 'Soil mechanics and foundations (3rd ed.). Hoboken, NJ: Wiley. Burland, J:B. (1965). 'The yielding and dilation of clay. ' Géotechnique, 211-214. Burland, J:B. (1967), 'Deformation of soft clay, Dissertation. ', Cambridge University. Butterfield.R. (1979). 'A natural compression law for soils . ' Géotechnique, 469-480 Clough, W., and O'Rourke, T. (1990). 'Construction induced movements of in situ wall.' Geotechnical Special Publication, 439-470. Coduto, D. P. (2001). 'Foundation design : principles and practices (2nd ed.). ' Upper Saddle River, N.J.: Prentice Hall. Delinom, R. (2011). 'Groundwater management issues in the Greater Jakarta area, Indonesia.' 8, 40-54. Finno, R. J., Arboleda-Monsalve, L. G., and Sarabia, F. (2015). 'Observed performance of the one museum park west excavation.' Journal of Geotechnical and Geoenvironmental Engineering, 141(1). Firmansyah, I. (2011). 'Simplified Soil Profiles dan Daya Dukung Fondasi Tiang di Jakarta. ' irawanfirmansyah.wordpreess.com. Firmansyah, I., and Sukamta, D. (2000). 'Common Practice Basement Construction in Jakarta- Indonesia.' AFC Symposium Technical Report, 28-39. Harahap, S. E., and Ou, C.-Y. (2020). 'Finite element analysis of time-dependent behavior in deep excavations.' Computers and Geotechnics, 119, 103300. Hsieh, H.S., Cherng, J.C., Tsai, T.H., and Yang, M.J., (1996), 'Practical Considerations on Diaphragm Wall Analysis', Sino-Geotechnics, pp. 35-44. Hsieh, H.-S., Huang, Y.-H., Hsu, W.-T., and Ge, L. (2017). 'On the System Stiffness of Deep Excavation in Soft Clay.' Journal of GeoEngineering, 12, 21-34. Hsieh, P. G., and Ou, C. Y. (1998). 'Shape of ground surface settlement profiles cause by Excavation.' Can. Geotech, J., 35(6), 1000-1017. Hsiung B. B. C. (2002). 'Engineering Performance of Deep Excavation in Taipei.' University of Bristol. Hsiung, B. B. C., and Hwang, R. N. (2009). 'Correction of Inclinometer readings for movements at tips.' Geotechnical Engineering,SEAGC 40(2), 38-48. Hsiung, B. B. C., and Hwang, R. N. (2009). 'Evaluating performance of diaphragm walls by wall deflection paths.' Geotechnical Engineering, 40(2), 81-90. Hsiung, B.-C. B., Yang, K.-H., Aila, W., and Ge, L. (2018). 'Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling.' Tunnelling and Underground Space Technology, 72, 84-96. Hsiung, B. C. B., Yang, K.-H., Aila, W., and Hung, C. (2016). 'Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands.' Computers and Geotechnics, 80, 138-151. Hwang, R., Lee, T.-Y., Chou, C.-R., and Su, T.-C. (2012). 'Evaluation of performance of diaphragm walls by wall deflection paths.' Journal of GeoEngineering, 7. Hwang, R.., and 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., Wang, C. H., Chou, C. R., and Wong, L. W. (2016). 'Deep excavations in Taipei Basin and performance of diaphragm walls.' 47, 32-40. Janbu, N (1969). 'The resistance concept applied to deformations of soils.' 7th International Conference on Soil Mechanics and Foundation Engineering, pp.191-196. JWRMS. (1994a). 'Final Report: Groundwater Resources (10).' Retrieved from Indonesia: Khoiri, M., and Ou, C.-Y. (2013). 'Evaluation of deformation parameter for deep excavation in sand through case histories.' Computers and Geotechnics, 47, 57-67. Kung, G. C., Juang, C. H., Hsiao, E. L., and Hashash, Y. A. (2007). 'Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays.' Journal of Geotechnical and Geoenvironmental Engineering, 133(6), 731-747. Ladd, C. C. and DeGroot, D. J. (2003). 'Recommended Practice for Soft Ground Characterization. '. 12th Panamerican Conference in Soil Mechanics and Geotechnical Engineering. Boston MA, 3-57. Lin, H. D. (1992). 'Soil creep and deep excavation', Sino-Geotechnics, No. 40, 25-34. Lin, H. D., Ou, C. Y. and Wang, C. C. (2002). ' Time‐dependent displacement of diaphragm wall induced by soil creep ', Journal of the Chinese Institute of Engineers, 25(2), 223-231. Lin, H. D. and Wang, C. C. (1995). 'Creeps effects on deformation of deep excavation', 10th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Volume, 321-324. Lin, D. G., and Woo, S.M. (2007). Three-dimensional analyses of deep excavation in Taipei 101 construction project. J. GeoEng. 5, 9-20. Lim, A. (2018). 'Lesson learned from retaining wall failures: a geotechnical disaster.' MATEC Web of Conferences, 229, 03014. Lim, A., Ou, C.-Y., and Hsieh, P.-G. (2010). 'Evaluation of Soil Constitutive Models for Analysis of Deep Excavation under Undrained Condition.' Journal of GeoEngineering, 5, 9-20. Likitlersuang, S., Surarak, C., Wanatowski, D., Oh, E., and Balasubramaniam, A. (2013). 'Finite element analysis of a deep excavation: A case study from the Bangkok MRT.' Soils and Foundations, 53(5), 756-773. Long, M. (2001). 'A case history of a deep basement in London Clay.' Computers and Geotechnics, 28(6), 397-423. Makarim, C. A. (2005). 'Amblasan, Penurunan (Settlement), dan Kegagalan konstruksi di Jakarta. ' Presentation file. Melisa, K. (2018). 'Numerical Simulations of an Excavation in Central Jakarta by Hypoplasticity Model with Consideration of Recent Stress History.'National Taiwan University of Science and Technology. Orazalin Zhandos, Y., Whittle Andrew, J., and Olsen Matthew, B. (2015). 'Three-Dimensional Analyses of Excavation Support System for the Stata Center Basement on the MIT Campus.' Journal of Geotechnical and Geoenvironmental Engineering, 141(7), 05015001. Ou, C.-Y. (2006). Deep Excavation, Theory and Practice. Ou, C.-Y. 'Finite Element Analysis of Deep Excavation Problems.' Journal of Geotechnical Engineering, 122(5), 337-345. Ou, C.-Y., Chiou, D. C., and Wu, T.-S. (1996). 'Three-Dimensional Finite Element Analysis of Deep Excavations.' Journal of Geotechnical Engineering, 122(5), 337-345. Ou, C.-Y., Hsieh, P. G., and Chiou, D.C. (1993). Characteristics of Ground Surface Settlement during excavation.' Can. Geotech, J., 30, 758-767 Plaxis 3D Reference Manual CONNECT Edition V20. Rahmadi. (2012). 'Tunnel for Jakarta MRT Project. ' Workshop Teknologi Jembatan dan Terowongan, Bandung. Rismianto, D., and Mak, W. (1993). 'Environmental aspects of groundwater extraction in DKI Jakarta. '22nd Annual Convention of the Indonesia Association of Geologist, Bandung. Terzaghi., K, Peck, R. B. and Mesri G. (1996). “Soil mechanics in engineering practice, 3rd edition” Wiley- Interscience. Terzaghi., K, Peck, R. B. and Mesri, G. (1996) - Interscience TORSA3 User Manual Wang, J. H., Xu, Z. H., and Wang, W. D. (2010). 'Wall and ground movements due to deep excavations in Shanghai soft soils.' Journal of Geotechnical and Geoenvironmental Engineering, 136(7), 985-994. Wu Tien, H., Hsu, J. R., and El Refai, A. N. A. A. (1978). 'Creep Deformation of Clays.' Journal of the Geotechnical Engineering Division, 104(1), 61-76. Schweiger, H.F. (2009). 'Influence of constitutive model and EC7 design approach in FEM analysis of deep excavations. ' In: Proceedings of ISSMGE International Seminar on Deep Excavations and Retaining Structures, Budapest, Hungary, pp. 99–114. Yong, R. N., Turcott, E., and Maathuis, H. (1995). 'Groundwater abstraction-induced land subsidence prediction: Bangkok and Jakarta case studies.' Proceedings of the 5th international symposium on land subsidence. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/81159 | - |
| dc.description.abstract | no abstract in chinese (already confirm with NTU library) | zh_TW |
| dc.description.provenance | Made available in DSpace on 2022-11-24T03:33:34Z (GMT). No. of bitstreams: 1 U0001-0508202123031700.pdf: 14887612 bytes, checksum: 19cfcf67a3e8ec8ce8350e4b81a902a0 (MD5) Previous issue date: 2021 | en |
| dc.description.tableofcontents | ACKNOWLEDGEMENT i ABSTRACT ii Table of Content iv List of Figures vii List of Tables xiii Chapter 1 Introduction 1 1.1 Research Motivation 1 1.2 Research Objectives 5 1.3 Thesis Outline 5 Chapter 2 Literature Review 9 2.1 Introduction 9 2.2 Characteristics of Wall Deformation and Ground Settlement induced by Excavation 10 2.2.1 Wall Deformation 10 2.2.2 Ground Surface Settlement 13 2.3 Three dimensional Excavation Behavior 14 2.4 Soil Constitutive Model 17 2.4.1 Mohr-Coulomb Model 17 2.4.2 Hardening Soil Model 20 2.4.3 Undrained Effective Stress Analysis 21 2.5 Soil engineering properties 22 2.5.1 Taipei Clay 23 2.5.2 Bangkok Clay 25 2.6 Ground Improvement 26 2.7 Time-dependent behavior 28 2.7.1 Creep 28 2.7.2 Dissipation of negative porewater pressure 30 2.7.3 Basic Equation of Consolidation (PLAXIS) 31 Chapter 3 Deep Excavation in Jakarta MRT System 35 3.1 Introduction 35 3.2 Deep Excavation of Jakarta MRT CP106 36 3.2.1 Bundaran HI station 39 3.2.2 Dukuh Atas station 42 3.3 Deep Excavation of Jakarta MRT CP 201 44 3.4 Correction of inclinometer reading 47 Chapter 4 Site Investigation and Subsurface Soil Characterization 53 4.1 Introduction 53 4.2 Literature Review on Geotechnical Characteristics of Jakarta Soil. 54 4.2.1 Topography Setting 54 4.2.2 Structural Geology of Jakarta Basin 54 4.2.3 Ground Condition in Central Jakarta 58 4.3 Subsurface Exploration 61 4.3.1 Stratigraphic Profile 62 4.3.2 Standard Penetration Test (SPT-N) 67 4.3.3 Cone Penetration Test (CPT) 69 4.3.4 Laboratory Test 72 4.4 Effect of Sample Disturbance 90 4.5 One-Dimensional Consolidation Theory 93 4.6 Summary of Soil Parameters. 97 Chapter 5 Finite Element Analysis (Plaxis 3D) 103 5.1 Introduction 103 5.2 Input Parameters (Plaxis 3D) 103 5.2.1 Soil Parameters 103 5.2.2 Structural Parameters 104 5.2.3 Ground Improvement Parameters 106 5.3 Geometry Model and Computational sequences 106 5.4 Numerical Analysis Results 109 5.4.1 Output from Mohr-Coulomb (MC) Model 109 5.4.2 Output from Hardening Soil (HS) Model 121 5.4.3 The Influence of Mesh Density 126 5.4.4 Effective Stress Path 130 5.4.5 Equivalent Critical Permeability 132 5.4.6 Predicted Wall Deformation at the Thamrin Station 135 Chapter 6 Simplified Analysis (TORSA3) 138 6.1 Introduction 138 6.2 Numerical Model and Input Properties 138 6.3. Numerical result of TORSA3 Analyses 140 6.3.1 Bundaran HI 141 6.3.2 Dukuh Atas 143 6.4 Discussion and comparison with the existing empirical equations. 147 Chapter 7 Conclusion and Recommendations 149 7.1 Research Objectives 149 7.2 Conclusions 149 7.2.1 The correlation of soil properties in Jakarta Clay. 149 7.2.2 Finite Element Analysis 150 7.3 Suggestion for Future Works 151 References 153 | |
| dc.language.iso | en | |
| dc.subject | none in chinese | zh_TW |
| dc.subject | one-dimensional beam on the elastic foundation | en |
| dc.subject | soil engineering properties | en |
| dc.subject | equivalent critical permeability | en |
| dc.subject | Jakarta MRT | en |
| dc.subject | deep excavation | en |
| dc.subject | wall deformation | en |
| dc.subject | time-dependent behavior | en |
| dc.title | 印尼雅加達黏土參數與深開挖數值分析 | zh_TW |
| dc.title | Determination of Soil Properties and Numerical Analyses of Deep Excavations Jakarta Clay | en |
| dc.date.schoolyear | 109-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 熊彬成(Hsin-Tsai Liu),鄧福宸(Chih-Yang Tseng) | |
| dc.subject.keyword | none in chinese, | zh_TW |
| dc.subject.keyword | deep excavation,Jakarta MRT,soil engineering properties,wall deformation,time-dependent behavior,equivalent critical permeability,one-dimensional beam on the elastic foundation, | en |
| dc.relation.page | 158 | |
| dc.identifier.doi | 10.6342/NTU202102133 | |
| dc.rights.note | 同意授權(限校園內公開) | |
| dc.date.accepted | 2021-08-09 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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