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研究生: 杜清玄
Do - Thanh Huyen
論文名稱: The effect of adjacent buildings on designing a new excavation in clayey soils
The effect of adjacent buildings on designing a new excavation in clayey soils
指導教授: 謝佑明
Yo-Ming Hsieh
口試委員: 歐章煜
Chang-Yu Ou
林宏達
Horn-Da Lin
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: 2009
畢業學年度: 97
語文別: 英文
論文頁數: 87
外文關鍵詞: excavation simulation
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The adjacent buildings often are ignored in excavation simulations. This practice however may lead to undesirable engineering behaviors of designed excavations in the urban environment. This issue has increasing importance, as urban buildings are getting closer and closer to each other, and interactions between existing buildings and the new excavation are expected to increase accordingly. This study presents the effect of adjacent building on a new excavation through numerous simulations using finite element program- Plaxis is to carry out so many excavation adjacent building models. Numerical results helps to show the effect of adjacent buildings on 1) ground surface settlement, 2)horizontal wall movement, 3)bending moment in the wall and 4)forces in struts. These effects are analyzed and illustrated with varying parameters. The influences of adjacent building onto the new excavation are then inferred.The results show distance of building and excavation, building weight greatly affect on interested excavation behaviors while building stiffness have insignificant influence on excavation

Contents Abstracts………………………………………………………………………………iii Acknowledgements…………………………………………………………………….v Contents……………………………………………………………………………….vii List of Figures………………………………………………………………………….xi List of Tables…………………………………………………………………………..xv Chapter 1 Introduction………………………………………………………………...1 1-1 Research motivation and objective…………………………………………………..1 1-2 Outline of the thesis………………………………………………………………….2 Chapter 2 Literature Review ………………………………………………...............3 2-1 Adjacent building consideration……………………………………………………..3 2-1-1 Building damage Criteria ………………………………… ……………..3 2-1-2 Building modeling method………………………………………………...5 2-2 Excavation simulation……………………………………………………………...8 2-2-1 Factors affecting excavation simulation results………………………………8 2-2-1 Excavation dimension database……………………………………………….10 Chapter 3 Research Methodology……………………………………………………11 3-1 Flow Chart …………………………………………………………………………11 3-2 Adjacent building in current excavation analysis………………………………… 11 3-3 Typical dimension and standard model…………………………………………….12 3-4 Finite Element Method –Plaxis software…………………………………………...13 3-4-1 Finite Element Method………………………………………..…………….13 3-4-2 Plaxis software……………………………………………………………………..14 3-5 Analysis the effect of adjacent building on excavation…………………………….15 Chapter 4 Excavation adjacent Building Model Analysis………………………….17 4-1 Excavation& supporting system dimensions………………………………………17 4-1-1 Excavation depth……..………………………………………………….17 4-1-2 Excavation width…………………………………………………………19 4-1-3 Supporting system…..…………………………………………………….19 4-2 Retaining wall parameter……..…………………………………………………….21 4-3 Spacing between building & retaining wall………………………………………..24 4-4 Adjacent building…………………………………………………………………..25 4-4-1 Building dimension………………………………………………………25 4-4-2 Beam-building model…………………………………………………….26 4-4-3 The range of building parameters……..…………………………………29 4-5 Soil parameters……..………………………………………………………………29 4-6 Model boundary……………………………………………………………………31 4-7 Model phases……………………………………………………………………….31 4-8 Procedure validation and mesh……………………………………………………..33 Chapter 5 The Effect of Building on Excavation …………………………………...37 5-1 Important feature and variable parameter ………………………………………....37 5-2 Result validation…………………………………………………………………....39 5-3 The effect of spacing between building and excavation………………………….. 42 5-3-1 The effect of spacing between building and excavation on ground surface settlement……………………………………………………………………………….42 5-3-2 The effect of spacing between building and excavation on horizontal wall movement……………………………………………………………………………….44 5-3-3 The effect of spacing between building and excavation on bending moment in the wall……………………………………………………………………………....45 5-3-4 The effect of spacing between building and excavation on force in multi-prop………………………………………………………………………………………………..47 5-4 The effect of building weight…………………………………………………….. 50 5-4-1 The effect of building weight on ground surface settlement……………..50 5-4-2 The effect of building weight on horizontal wall movement……………..51 5-4-3 The effect of building weight on bending moment in the wall…………..53 5-4-4 The effect of building weight on force in multi-prop …………………....54 5-5 The effect of building stiffness……………………………………………………..57 5-5-1 The effect of building stiffness on ground surface settlement……………57 5-5-2 The effect of building stiffness on horizontal wall movement……………59 5-5-3 The effect of building stiffness on bending moment in the wall………….61 5-5-4. The effect of building stiffness on force in multi-prop…………………...62 5-6 The effect of building installation………………………………………………….65 5-6-1 The effect of building installation on ground surface settlement………...65 5-6-2 The effect of building installation on horizontal wall movement………...67 5-6-3 The effect of building installation on bending movement in the wall…... 69 5-6-4 The effect of building installation on force in multi-prop. ………………70 5-7 Effect analysis……………………………………………………………………...73 5-8 Factor of safety……………………………………………………………………..77 5-9 Summary…………………………………………………………………………...77 5-9-1 Conclusion……………………………………………………………….77 5-9-2 Discussion………………………………………………………………..79 Chapter 6 Conclusions and recommendations ……………………………………...81 6-1 Summary…………………………………………………………………………...81 6-2 Conclusion………………………………………………………………………….81 6-3 Recommendation…………………………………………………………………...82 References

Addenbrooke, T. I., Potts, (1997). “A Structure's influence on tunneling-induced ground movements.” ICE Proceedings, Geotechnical Engineering, Vol, 125,pp.109-125.
Boone, S. J. (2001). “Assessing construction and settlement-induced building damage: a return to fundamental principles.” Proceedings, Underground Construction, Institution of Mining and Metalurgy, London, 559 – 570, 2001
Bowles, J. E. (1982). Foundation of Analysis and Design, 3th Ed, McGraw-Hill Company, London.
Bjerrum, I. (1963). “Allowable settlement of structures”, Proceedings of European Conference on Soil Mechanics and Foundation Engineering, Weisbaden, Germany, Vol. 2, pp.35-137.
Burland, J. B.,Broms, B. B. and de Mello, V. F. B. (1977). “Behavior of foundations and structures”, Proceedings of 9th International Conference on Soil Mechanics and Foundation Engineering, Vol.2, Tokyo, Japan, pp.495-546.
Burland, J. B., Standing, J. R., Jardine, F. M. (2002). “Building response to tunneling: Case studies from the Jubilee Line Extension”, London, Volume 2, Case studies CIRIA Special Publication 200. London CIRIA and Thomas Telford.
Burland, J. B., and Worth, C. P. (1974). “Settlement of Buildings and Associated Damage”, Proceedings of Conference on Settlement of Structures, Pentech Press, London, England, pp.611-654.
Boscardin, M. D. and Cording, E. J., (1989). “Building Response to Excavation-Induced Settlement”, ASCE, Journal of Geotechnical Engineering, Vol.115, pp.1-21.
Finno, Frank T. Voss Jr. Edwin Rossow, J. Tanner Blackburn,(2005).” Evaluating Damage Potential in Buildings Affected by Excavations” Journal of Geotechnical and Geoenvironmental Engineering
Chih-Shiang Chuang, 2008 The Effect of Finite Boundaries on Computation Result in Finite Analysis for Deep Excavation – A Preliminary Study- PHD thesis
Hashash, Y.M.A., and Whittle, A.J. (1996). ‘‘Ground movement prediction for deep excavations in soft clay.’’ J. Geotech. Eng., 122:474–486.
His, J.P., and Small, J.C. (1992). “Analysis of excavation in an elasto-plastic soil involving drawdown of the water table”, Computers and Geotechnics, 13:1-19
Lee, F.H., Yong, K.Y., Quan, K.C.N., and Chee, K.T. (1998). “Effect of Corners in Strutted Excavations Field Monitoring and Case Histories.”, Journal of Geotechnical and Geoenvironmental Engineering, Vol 124:339-349
Michael Long,2001 Database for retaining wall and ground movements due to deep excavation” Journal of Geotechnical and Geoenvironmental Engineering
Moorak Son and Edward J. Cording, (2005).” Estimation of Building Damage Due to Excavation-Induced Ground Movements” Journal of Geotechnical and Geoenvironmental Engineering
Ng, C.W.W., and Lings, M.L. (1995). “Effects of Modeling Soil Nonlinearity and Wall Installation on Back-Analysis of Deep Excavation in Stiff Clay.”, Journal of Geotechnical Engineering, 121:687-695
Ou, C. Y., Hsieh, P. G. and Chiou, D. C. (1993). “Characteristics of Ground Surface Settlement During Excavation,” Canadian Geotechnical Journal, Vol.30, pp.758-767.
Ou, C. Y., Chiou, D. C. and Wu, T. S. (1996). “Three Dimensional Finite Element Analysis of Deep Excavation,” Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 5, pp.473-483.
Ou, C.Y., Chiou, D.C., and Wu, T.S. (1996), “Three- Dimensional Finite Element Analysis of Deep Excavations.”, Journal of Geotechnical Engineering, 122:709-716
Ou, C.Y., and Shiau, B.Y. (1998) “Analysis of the Corner effect on excavation behaviors.”, Canadian Geotechnical Journal, 35:532-540
Ou, C.Y., Shiau, B.Y., and Wang, I.W. (2000). “Three-dimension deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history.”, Canadian Geotechnical Journal, 37:438-448.
Peck, R. B. (1969). “Deep Excavation and Tunneling in Soft Ground”, Proceedings of the 7th International Conference on soil Mechanics and Foundation Engineering, Mexico City,State-of-the-Art Volume , pp.225-290.
Plaxis 8.5 Manuals
Polshin, D. E. and Tokar, R. A. (1957). “Maximum allowable nonuniform settlement of structures, Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, Vol. I, London, pp.402-406.
Skempton, A. W., and MacDonald, D. H. (1956). “Allowable Settlement of Buildings”, Proceeding of Institution of Civil Engineers, PartⅢ, Vol.5, pp .727-768.
Song Chun Yu (2008)The evaluation method on influences of finite-element mesh in excavation-analysis results - a preliminary study- Master Thesis
Viggiani1, G., and Tamagnini, C. (2000). “Ground movements around excavations in granular soils a few remarks on the influence of the constitutive assumptions on FE predictions.” Mechanics of Cohesive-frictional Materials, 5:399-423
Whittle, A.J. and Hashash, Y.M.A., and Whitman, R.V. (1993). “Analysis of Deep Excavation in Boston”, Journal of Geotechnical Engineering, 119:69-90

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