Reply to Discussion on ‘Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles”

ZHANG Zhi-guo; JIANG Yun-juan; XU Chen; GONG Jian-fei

doi:10.11779/CJGE201807026

Volume 40 Issue 7

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Chinese Journal of Geotechnical Engineering > 2018 > 40(7): 1360-1362. > DOI: 10.11779/CJGE201807026

ZHANG Zhi-guo, JIANG Yun-juan, XU Chen, GONG Jian-fei. Reply to Discussion on ‘Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles”[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1360-1362. DOI: 10.11779/CJGE201807026

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Reply to Discussion on ‘Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles”

1. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;
2. China Academy of Building Research, Beijing 100013, China

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Received Date: January 07, 2018
Published Date: July 24, 2018

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[2]	VESIC A S. Bending of beams resting on isotropic elastic solid[J]. Journal of Soil Mechanics and Foundation Engineering, ASCE, 1961, 87(2): 35–53.
[3]	GOH A T C, TEH C I, WONG K S. Analysis of piles subjected to embankment induced lateral soil movements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123(9): 792–801.
[4]	TANAHASHI H. Formulas for an infinitely long Bernoulli-Euler beam on the Pasternak model[J]. Journal of the Japanese Geotechnical Society Soils and Foundation, 2004, 44(5): 109–118.
[5]	梁发云, 李彦初, 黄茂松. 基于 Pasternak 双参数地基模型水平桩简化分析方法[J]. 岩土工程学报, 2013, 35(增刊1): 300–304. (LIANG Fa-yun, LI Yan-chu, HUANG Mao-song. Simplified method for laterally loaded piles based on Pasternak double-parameter spring model for foundations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S1): 300–304. (in Chinese))