Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption
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Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption
Vol. 31, Issue S2, (2010)
作者机构:
1. 河海大学 水资源高效利用与工程安全国家工程研究中心,南京,210098
2. 河海大学 岩土工程科学研究所,南京,210098
3. 河海大学 岩土力学与堤坝工程教育部重点实验室,南京,210098
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:12 January 2011,
Published:2010
稿件说明:
移动端阅览
DING Xuan-ming, CHEN Yu-min, KONG Gang-qiang. Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption[J]. 2010, 31(S2).
DOI:
DING Xuan-ming, CHEN Yu-min, KONG Gang-qiang. Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption[J]. 2010, 31(S2).DOI:
Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption
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Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles
Analytical solution for consolidation of sand-drained foundation with bottom vacuum preloading method
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