对“考虑桩侧土体三维效应和地基剪切变形的隧道开挖对邻近桩基影响分析”讨论的答复

对“考虑桩侧土体三维效应和地基剪切变形的隧道开挖对邻近桩基影响分析”讨论的答复 English Version

详细信息

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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[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))