Citation: | ZHANG Hao, ZHANG Chen-rong, SHI Zhen-hao, HUANG Mao-song, WANG Hao-ran, ZHANG Zhong-jie. Numerical simulation of excavation effects on tunneling with IGS small strain model[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 72-75. DOI: 10.11779/CJGE2021S2017 |
[1] |
YU J, ZHANG C R, HUANG M S. Soil-pipe interaction due to tunnelling: Assessment of Winkler modulus for underground pipelines[J]. Computers and Geotechnics, 2013, 50: 17-28. doi: 10.1016/j.compgeo.2012.12.005
|
[2] |
王卫东, 吴江斌, 翁其平. 基坑开挖卸载对地铁区间隧道影响的数值模拟[J]. 岩土力学, 2004, 25(增刊2): 251-255. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2004S201F.htm
WANG Wei-dong, WU Jiang-bin, WENG Qi-ping. Numerical modeling of affection of foundation pit excavation on metro tunnel[J]. Rock and Soil Mechanics, 2004, 25(S2): 251-255. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2004S201F.htm
|
[3] |
尹骥. 小应变硬化土模型在上海地区深基坑工程中的应用[J]. 岩土工程学报, 2010, 32(增刊1): 166-172. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1033.htm
YIN Ji. Application of hardening soil model with small strain stiffness in deep foundation pits in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 166-172. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1033.htm
|
[4] |
BENZ T, VERMEER P A, SCHWAB R. A small-strain overlay model[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 33(1): 25-44. doi: 10.1002/nag.701
|
[5] |
MU L, FINNO R J, HUANG M, et al. Defining the soil parameters for computing deformations caused by braced excavation[J]. Maejo International Journal of Science & Technology, 2015, 9(2): 165-180.
|
[6] |
NIEMUNIS A, HERLE I. Hypoplastic model for cohesionless soils with elastic strain range[J]. Mechanics of Cohesive-Frictional Materials, 1997, 2(4): 279-299. doi: 10.1002/(SICI)1099-1484(199710)2:4<279::AID-CFM29>3.0.CO;2-8
|
[7] |
SHI Z H, HUANG M S. Intergranular-strain elastic model for recent stress history effects on clay[J]. Computers and Geotechnics, 2020, 118: 103316. doi: 10.1016/j.compgeo.2019.103316
|
[8] |
时振昊, 黄茂松, 倪雨萍. 基于颗粒间应变的饱和黏土小应变各向异性非线性本构模型[J]. 岩土力学, 2021, 42(4): 1036-1044. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202104016.htm
SHI Zhen-hao, HUANG Mao-song, NI Yu-ping. Intergranular-strain based constitutive model for saturated clay with anisotropic small-strain stiffness[J]. Rock and Soil Mechanics, 2021, 42(4): 1036-1044. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202104016.htm
|
[9] |
LIANG R Z, WU W B, YU F, et al. Simplified method for evaluating shield tunnel deformation due to adjacent excavation[J]. Tunnelling and Underground Space Technology, 2018, 71: 94-105.
|
[10] |
梁发云, 贾亚杰, 丁钰津, 等. 上海地区软土HSS模型参数的试验研究[J]. 岩土工程学报, 2017, 39(2): 269-278. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201702012.htm
LIANG Fa-yun, JIA Ya-jie, DING Yu-jin, et al. Experimental study on parameters of HSS model for soft soils in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 269-278. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201702012.htm
|
[1] | WANG Wei, CHEN Chaowei, LIU Shifan, CAO Yajun, DUAN Xuelei, NIE Wenjun. Experimental study on permeability and effective porosity of anisotropic layered phyllite[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 445-451. DOI: 10.11779/CJGE20230184 |
[2] | Study of the tunnel face failure mechanism and soil arching effect in auxiliary air balanced shield using the three-dimensional Material Point Method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240222 |
[3] | CAO Xue-shan, YUAN Jun-ping, DING Guo-quan. Numerical simulation of air resistance of French drains beneath geomembrane in field vacuuming tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1780-1788. DOI: 10.11779/CJGE202210003 |
[4] | ZHANG Zhao, LIU Feng-yin, LI Rong-jian, CHAI Jun-rui, GU Yu. New approach to predict relative air permeability based on water retention curve for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 280-285. DOI: 10.11779/CJGE2016S2046 |
[5] | LI Wang-lin, LIU Zhan-lei, MENG Xiang-tao, XU Fang. Experimental study on air expansion deformation of geomembrane under ring-restrained conditions[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1147-1151. DOI: 10.11779/CJGE201606023 |
[6] | YU Hai-hao, WEI Chang-fu, YAN Rong-tao, FU Xin-hui, MA Tian-tian. Effects of pore solution concentrations on shear strength of clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 564-569. DOI: 10.11779/CJGE201503023 |
[7] | ZHOU Shu-wei, XIA Cai-chu, ZHANG Ping-yang, ZHOU Yu. Analytical approach for stress induced by internal pressure and temperature of underground compressed air energy storage in a circular lined rock cavern[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2025-2035. DOI: 10.11779/CJGE201411008 |
[8] | CHU Xihua. Evolution of porosity and pore water pressure of granular materials based on continuum model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1255-1257. |
[9] | SHEN Zhujiang. Exploitation of practical use of unsaturated soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 256-259. |
[10] | Shen Zhujiang. Earth pressure of clay based on effective consolidation stress theory[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 353-356. |