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Parametric Study of Pile Response to Side-by-Side Twin Tunneling in Stiff Clay

机译：刚粘土中并排双隧道桩响应的参数研究

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N. Mangi; D. K. Bangwar; H. Karira; S. Kalhoro; G. R. Siddiqui;
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年度 2020
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1. Parametric Study of Pile Response to Side-by-Side Twin Tunneling in Stiff Clay [J] . N. Mangi, D. K. Bangwar, H. Karira, Engineering Technology and Applied Science Research . 2020,第2期

机译：刚粘土中并排双隧道桩响应的参数研究
2. Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile [J] . Soomro M. A., Ng C. W. W., Liu K., Computers and Geotechnics . 2017,第APRa期

机译：刚性黏土中并排双隧道的桩响应：不同隧道深度对桩的影响
3. Response of the ground and adjacent end-bearing piles due to side-by-side twin tunnelling in compound rock strata [J] . Li Chao, Zhong Zuliang, He Guannan, Tunnelling and underground space technology . 2019,第JULa期

机译：复合岩层中并排双隧道对地基及邻近端桩的响应
4. Comparison of Experimental and Computational Snap-Back Responses of Driven Steel Tube Piles in Stiff Clay [C] . M. J. Pender, L. S. Hogan, L. M. Wotherspoon Geotechnical earthquake engineering and soil dynamics conference . 2018

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5. Installation of bored piles in stiff clays: An experimental study of local changes in soil conditions [D] . Milititsky, Jarbas. 1983

机译：在硬质粘土中安装钻孔桩：土壤条件局部变化的实验研究
6. Fiber Bragg Grating Sensors for Pile Jacking Monitoring in Clay Soil [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

机译：纤维布拉格光栅传感器用于粘土土壤中的桩状监测
7. Pile responses to side-by-side twin tunnelling in stiff clay : effects of different tunnel depths relative to pile [O] . Soomro MA, Ng CWW, Liu K, 2017

机译：刚性黏土中并排双隧道的桩响应：不同隧道深度对桩的影响

Parametric Study of Pile Response to Side-by-Side Twin Tunneling in Stiff Clay

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