Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments
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Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments
Vol. 30, Issue 9, (2009)
作者机构:
1. 同济大学 地下建筑与工程系,上海,200092
2. 同济大学 岩土及地下工程教育部重点试验室,上海,200092
3. 日本白石(建设)公司 技术本部,东京,116024
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:24 March 2010,
Published:2009
稿件说明:
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PENG Fang-le, GAO Wei, KIYOSUMI Makoto, et al. Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments[J]. 2009, 30(9).
DOI:
PENG Fang-le, GAO Wei, KIYOSUMI Makoto, et al. Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments[J]. 2009, 30(9).DOI:
Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sediments
Numerical simulation of effects of mud cake and bottom sediment on bearing capacity of bored pile
Experimental study of bearing capacity of island permafrost pile foundation before and after refreezing in low altitude and high latitude area
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Calculation method of negative skin friction for end-bearing piles based on soil deformation
Investigation of the influence of interaction of wraparound geogrid-sand on load bearing-settlement behavior of strip footing
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