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Search Results - 海南省海洋地质资源与环境重点实验室,海南海口 570206%广西防灾减灾与工程安全重点实验室,广西南宁 530004
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修正等应变假定下均匀开孔透水管桩复合地基固结解析解
by
杨伟涛
,
陈征
,
段亚茹
,
梅国雄
Published in
工程科学与技术
(01.09.2024)
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Journal Article
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analytical solution
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composite foundation
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consolidation
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disturbance effect
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permeable pipe pile
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piercing deformation
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Chinese
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DOAJ Directory of Open Access Journals
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