关于“刚性桩复合地基在水平荷载作用下工作性状的模型试验”的讨论

Discussion on "Experimental study on behavior of rigid pile composite ground under horizontal load"

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作者周立运

机构地区武汉大学土木建筑学院

出处《岩土工程学报》 EI CAS CSCD 北大核心 2005年第12期1497-1498,共2页 Chinese Journal of Geotechnical Engineering

关键词刚性桩复合地基水平荷载作用模型试验工作性状《岩土工程学报》

参考文献4

1Zhou Liyun, Zhou Xun. Proper selection of the stiffness of the disc spring pile cap in pile driving[J]. Journal of Testing and Evaluation. ASRM, 2001, 29(2):208-213.
2Zhou Liyun, Chen Jianbin, Zhou Xun. On the recovery coefficient and parameter selection for a new type of disk spring pile cap[J]. Journal of Testing and Evaluation, ASRM, 2001, 29(6): 582-587.
3Zhou Liyun, Chen Jianbin. Mechanics principle of a new two-way composite disk spring cap and its ingenious combination[J], Journal of Testing and Evaluation, ASRM, 2004,32(3):246-249.
4Zhou Liyun, Chen Jianbin. On the calculation of the elastic buckling load of structures from experimental data[J]. Journal of Testing and Evaluation, ASRM, 2005,33(4):301-305.

岩土工程学报

2005年第12期

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