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系統識別號 U0026-2008201914565400
論文名稱(中文) 土壓平衡式潛盾隧道施工所引致之行為探討- 以曼谷地鐵藍線延伸段為例
論文名稱(英文) The study of behaviour induced by EPB tunneling in Bangkok MRT Blue Line extension Project
校院名稱 成功大學
系所名稱(中) 土木工程學系
系所名稱(英) Department of Civil Engineering
學年度 107
學期 2
出版年 108
研究生(中文) 彭惠蘭
研究生(英文) Tabchai Chanpenporn
學號 N66067169
學位類別 碩士
語文別 英文
論文頁數 70頁
口試委員 共同指導教授-熊彬成
口試委員-顏君行
口試委員-王國隆
指導教授-洪瀞
中文關鍵字 none 
英文關鍵字 ground deformation  MRT Blue Line extension  Plaxis  Hardening Soil model  semi-3D  numerical results  surface settlements  volume loss  contraction  cohesive and non-cohesive soil 
學科別分類
中文摘要 none
英文摘要 The impact of the ground deformation is one of serious tunneling issues, specifically beneath the urban area. The aim of this thesis is first to explain a ground profile and parameters, which are suitable with MRT Blue Line extension project in Bangkok, Thailand. Secondly, the finite element approach using Plaxis program with Hardening Soil model was conducted to simulate both two-dimensional and three-dimensional tunnelling model. Moreover, the new method named semi-3D was proposed to predict the behaviour of Bangkok soil influenced by the tunnel excavation. This paper represents good coherent results between field measurement data and numerical results for both short-term and long-term surface settlements. Especially, the two-dimensional the back-calculated percentage of volume loss and contraction are compared with simulation results. Finally, the numerical outcomes were also compared with the cohesive and non-cohesive soil in Taipei and Kaohsiung.
論文目次 Table of Contents
1. Introduction 1
1.1. Background and Motivation 1
1.2. Objectives 3
1.3. Thesis Outline 4
2. Literature Review 6
2.1. Tunnelling Method 6
2.2. Soil Behaviour in Soft Ground induced by Tunnelling 11
2.3. Prediction Methods for Ground Responses occurred by tunnelling 13
3. Tunnels in Bangkok and the Project Selected for Research 22
3.1. Overview of the MRT Blue Line and its extension in Bangkok 22
3.2. Geological Condition in Bangkok 24
3.3. Previous research about tunneling works in Bangkok area 26
3.4. Research Data Collection and Process 31
4. Performances of tunnelling in Bangkok 32
4.1. Observations 32
4.2. Empirical prediction 35
4.3. Software and constitutive model used for finite element analysis (FEA) 37
4.4. Parametric study 60
5. Conclusions and recommendations 66
References 68
Appendix A 70
參考文獻 Chanchaya, C. (2018) ‘Operative techniques for earth pressure balanced shield in saturated soft soils’, Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 9th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, SAO PAULO 2017, (2), pp. 179–184.
Chlayon, T. (2010) The deformation field of MRTA twin tunnels excavated by EPB Shield technique.
Hsiung, B.-C. B. (2019) ‘Numerical Investigation of The Three-dimensional Performance of a Shield-machine-bored Tunnel in Loose Sand’, Soil Mechanics and Foundation Engineering, (September).
Jallow, A., Ou, C. Y. and Lim, A. (2019) ‘Three-dimensional numerical study of long-term settlement induced in shield tunneling’, Tunnelling and Underground Space Technology, 88, pp. 221–236. doi: 10.1016/j.tust.2019.02.021.
Likitlersuang, Suched et al. (2013) ‘Finite element analysis of a deep excavation: A case study from the Bangkok MRT’, Soils and Foundations. Elsevier, 53(5), pp. 756–773. doi: 10.1016/j.sandf.2013.08.013.
Likitlersuang, S. et al. (2013) ‘Geotechnical parameters from pressuremeter tests for MRT Blue Line Extension in Bangkok," Geomechanics and Engineering’, An International Journal, 5(2), pp. 99–118.
Likitlersuang, S. et al. (2014) ‘Simplified finite-element modelling for tunnelling-induced settlements’, Geotechnical Research, 1(4), pp. 133–152. doi: 10.1680/gr.14.00016.
Likitlersuang, S., Surarak, C. and Balasubramaniam, A. (2016) ‘Long-term behaviour prediction of the Bangkok MRT tunnels using simplified finite-element modelling’, Japanese Geotechnical Society Special Publication, 2(42), pp. 1507–1512. doi: 10.3208/jgssp.sea-07.
Loganathan, N. (2011) ‘An innovative method for assessing tunnelling-induced risks to adjacent structures’, Parsons Brinckerhoff Inc, (January), p. 118.
Nordal, S. (1999) Beyond 2000 in Computational Geotechnics. Edited by S. Nordal. Balkema, Rotterdam: Taylor & Francis. Available at: https://books.google.com.tw/books?id=ylNlhdPdB6cC.
R.N.Taylor, R. J. M. (1997) ‘Comptes rendus du quatorzième conférence internationale de Mécanique des sols et des travaux de fondation, Hambourg, 6-12 septembre 1997’, in R.N.Taylor, R. J. M. (ed.). Hambourg: A.A. Balkema (Proceedings of the fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 6-12 september 1997: volume 4 : post conference proceedings). Available at: https://books.google.com.tw/books?id=qyn-fbMnKm4C.
Schanz (1999) The hardening soil model: formulation and verification. In: Beyond 2000 in Computational Geotechnics. CRC Press. Available at: https://books.google.com.tw/books?id=YvSDDwAAQBAJ.
Surarak, C. (2010) Geotechnical Aspects of the Bangkok MRT Blue Line Project. Griffith University. Available at: https://www120.secure.griffith.edu.au/rch/file/61eb4cc8-c97b-6ee5-5adc-aa06973abf9a/1/Surarak_2011_02Thesis.pdf.
Suwansawat, S. (2002) Earth Pressure Balance (EPB) Shield Tunneling in Bangkok: Ground Response and Prediction of Surface Settlements Using Artificial Neural Networks.
Suwansawat, S. and Einstein, H. H. (2007) ‘Describing Settlement Troughs over Twin Tunnels Using a Superposition Technique’, 133(April), pp. 445–468.
Vittorio Guglielmetti, Piergiorgio Grasso, Ashraf Mahtab, S. X. (2007) Mecnanized tunneling in urban areas design methodology and construction control. The Netherlands: Taylor & Francis/Balkema.
Wongsaroj, J. et al. (2006) ‘Effect of TBM driving parameters on ground surface movements: Channel Tunnel Rail Link Contract 220’, Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th International Conference of TC28 of the ISSMGE, pp. 335–341. Available at: http://www.scopus.com/inward/record.url?eid=2-s2.0-84856833296&partnerID=tZOtx3y1.
Wood, A. M. (2000) Tunnelling: Management by Design, Design.
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