Citation: | ZOU Wen-hao, XU Ming. 3D numerical analysis of mitigation effect of separation pile and diaphragm wall considering small strain stiffness of soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 203-209. |
BURLAND J B. Building response to tunneling-case studies from construction of the Jubilee Line Extension London[M]// Assessment Method Used in Design. Thomas Telford Publishing, 2001.
BILOTTA E. Use of diaphragm walls to mitigate ground movements induced by tunneling[J]. Géotechnique, 2008, 58(2): 143-155. 王海波,徐 明,宋二祥. 基于硬化土模型的小应变本构模型研究[J]. (岩土力学), 2011, 32(1): 39-43.(WANG Hai-bo,XU Ming,SONG Er-xiang. A small strain constitutive model based on hardening soil model[J]. Rock and Soil Mechanics, 2011, 32(1): 39-43. (in Chinese)) JARDINE R J. Some observations on the kinematic nature of soil stiffness[J]. Soils and Foundations, 1992, 32(2): 111-124. COLE K W,BURLAND J B. Observation of retaining wall movements associated with a large excavation[C]// Proceedings of 5th European Conference of Soil Mechanics and Foundation Engineering. Madrid, 1972. ST JOHN H D. Field and theoretical studies of behavior of ground around deep excavations in London Clay[D]. England: University of Cambridge, 1975. WROTH C P. In situ measurement of initial stresses and deformation characteristics[C]// Proceedings of Geotechnical Engineering Division Specialty Conference on In Situ Measurement of Soil Properties. ASCE, 1975: 181-230. BURLAND J B. Contribution to discussion on Session 4[C]// Proceedngs of 7th European Conference of Soil Mechanics and Foundation Engineering. Brighton, 1979: 137. SIMPSON B. Retaining structure-displacement and design (32nd Rankine Lecture) [J]. Géotechnique, 1992, 42(4): 541-576. MAIR R J. Developments in geotechnical engineering research: Application to tunnels and deep excavations [C]// Proceedings of the Institution of Civil Engineers. Civil Engineering, 1993: 27-41. DASARI G R. Modelling the variation of soil stiffness during sequential construction[D]. University of Cambridge, England, 1996. XU M,BLOODWORTH A,CLAYTON C R I. Behavior of a stiff clay behind embedded integral abutments[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2007, 133(6): 721-730. LOGANATHAN N,POULOS H G,STEWART D P. Centrifuge model testing of tunneling induced ground and pile deformations[J]. Geotechnique, 2000, 50(3): 283-294. 贾喜涛. 暗挖隧道过既有建筑物采用隔离桩法施工分析[J]. 隧道建设, 2006, 26(1): 25-26, 101. (JIA Xi-tao. Analysis on application of isolation pile in construction of mind tunnels underneath existing buildings[J]. Tunnel Construction, 2006, 26(1): 25-26, 101. (in Chinese)) 熊兴国. 北京地铁区间隧道浅埋暗挖法穿越高层建筑物施工技术[J]. (铁道标准设计), 2007(5): 77-79.(XIONG Xing-guo. Construction technology for sectional tunnels in Beijing subway to go through high buildings with shallow buried and deep excavated method[J]. Railway Standard Design, 2007(5): 77-79. (in Chinese)) 李 立. 地铁区间隧道穿越建筑物基础的保护方案探讨[J]. (隧道建设), 2008, 28(6): 720-723.(LI Li. Discussion on protection methods for building/structure foundations underneath which metro tunnels pass[J]. Tunnel Construction, 2008, 28(6): 720-723. (in Chinese)) 吕 波. 紧邻建筑物浅埋暗挖大断面隧道施工技术研究[J]. (铁道标准设计), 2006(10): 83-85.(Lü Bo. Construction technology for shallow-buried excavation tunnel with large cross section adjacent to buildings[J].Lü Bo. Construction technology for shallow-buried excavation tunnel with large cross section adjacent to buildings[J]. Railway Standard Design, 2006(10): 83-85. (in Chinese)) 黄德中,周永习,周 隽,等. 盾构隧道近距离穿越浦江饭店施工保护技术[J]. (施工技术), 2010, 39(1): 48-51.(HUANG De-zhong,ZHOU Yong-xi,ZHOU Jun,et al. Construction protecting technique of Pujiang Hotel when shield tunnel passing adjacently[J]. Construction Technology, 2010, 39(1): 48-51. (in Chinese)) 雷永生. 西安地铁二号线下穿城墙和钟楼保护措施研究[J]. (岩土力学), 2010, 31(1): 223-228.(LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi'an Metro Line No.2[J]. Rock and Soil Mechanics, 2010, 31(1): 223-228. (in Chinese)) 梁志勇,王瑞峰. 地铁暗挖隧道紧邻既有建筑物施工方案分析[J]. (北方交通), 2009(8): 91-92.(LIANG ZHi-yong,WANG Rui-feng,Analysis of construction plan for buildings existing close to tunnel of cocealed trenching at subway[J]. Analysis of construction plan for buildings existing close to tunnel of cocealed trenching at subway[J]. Northern Communications, 2009(8): 91-92. (in Chinese)) 陈 健. 紧邻建筑物大断面浅埋暗挖地铁隧道施工控制技术[J]. (石家庄铁道学院学报(自然科学版)), 2007, 20(3): 119-122.(CHEN Jiang. Construction technology of shallow-buried large-sized metro tunnel nearby building[J]. Journal of Shijiazhuang Railway Institute, 2007, 20(3): 119-122. (in Chinese)) 宋书显,郭 磊. 郑州地铁03标盾构施工重难点分析及对策[J]. (隧道建设), 2011, 31(增刊2): 81-87.(SONG Shu-xian,GUO Lei. Difficulties and countermeasures of construction of 03 bid shield tunneling section of Zhengzhou metro[J]. Tunnel Construction, 2011, 31(S2): 81-87. (in Chinese)) CHENG C Y,DASARI G R,CHOW Y K,et al. Finite element analysis of tunnel-soil-pile interaction using displacement controlled model[J]. Tunnelling and Underground Space Technology, 2007, 22(4): 450-466. |
[1] | YANG Guang-hua, LI Zhuo-xun, WANG Dong-ying, LI Zhi-yun, JIANG Yan. Advanced tangent modulus method and its application to calculation of foundation settlement[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 787-798. DOI: 10.11779/CJGE202205001 |
[2] | WANG Rui, ZHOU Hong-wei, ZHUO Zhuang, XUE Dong-jie, YANG Shuai. Finite difference method for space-fractional seepage process in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1759-1764. DOI: 10.11779/CJGE202009021 |
[3] | ZHU Ming-xing, GONG Wei-ming, HE Xiao-yuan. Transfer matrix solutions for responses of laterally loaded piles in multilayered soil deposits[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 46-50. DOI: 10.11779/CJGE2015S2010 |
[4] | LIU Hua-xuan, LIU Dong-jia, LU Zhi-tang, TAO Jun, JIANG Jing. Numerical calculation of three-dimensional elastic wave equation of piles staggered grid finite difference using method with variable step lengths[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1754-1760. DOI: 10.11779/CJGE201409024 |
[5] | YAN Shu-wang, JIA Zhao-lin, GUO Bing-chuan, SUN Li-qiang. Consolidation characteristics of fillings by variable coefficients finite difference method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 496-500. |
[6] | ZHANG Ming, ZHAO You-ming, LIU Guo-nan, HU Rong-hua. Finite difference solution to equation for large-strain consolidation of double-layered vertical drain ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1666-1674. |
[7] | ZHANG Hua, LU Yang. Numerical method for retaining structures based on coupled finite difference method and discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1402-1407. |
[8] | HUANG Maosong, ZHANG Chenrong, LI Zao. Lateral response of passive pile groups due to excavation-induced soil movement in stratified soils[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1017-1023. |
[9] | DAI Zihang, CHEN Linjing. Two numerical solutions of laterally loaded piles installed in multi-layered soils by m method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 690-696. |
[10] | JIE Yuxin, JIE Guanzhou, LI Guangxin. Seepage analysis by boundary-fitted coordinate transformation method[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 52-56. |