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地面堆载作用下邻近桩基性状的数值分析
引用本文:陈福全,杨敏. 地面堆载作用下邻近桩基性状的数值分析[J]. 岩土工程学报, 2005, 27(11): 51-55
作者姓名:陈福全  杨敏
作者单位:福建工程学院土木工程系;同济大学地下建筑与工程系 福建福州350007;上海200092;
基金项目:福建省青年科技人才专项资金资助项目(2002J015),福建省教育厅科技项目(JB04159)
摘    要:采用土工有限元软件PLAXIS 8.2对地面堆载作用下邻近的桩基性态进行二维有限元分析,研究了单排桩、双排桩在地面堆载荷载大小与作用位置、桩与土层条件、桩身约束条件等工况中的性状。

关 键 词:被动桩  堆载  数值分析  
文章编号:1000-4548(2005)11-1286-05
收稿时间:2005-03-11
修稿时间:2005-03-11

Numerical analysis of piles influenced by lateral soil movement due to surcharge loads
CHEN Fu-quan,YANG Min. Numerical analysis of piles influenced by lateral soil movement due to surcharge loads[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 51-55
Authors:CHEN Fu-quan  YANG Min
Affiliation:1.Department of Civil Engineering Fujian University of Technology Fuzhou 350007 China 2.Department of Geotechnical Engineering Tongji University Shanghai 200092 China
Abstract:The geotechnical finite numerical analysis software Plaxis 8.2 was used to simulate the behavior of piles influenced by the soil movements from a nearby surface loads.Piles were represented by equivalent sheet-pile walls.The soil-pile interaction effects of surcharge loads,pile conditions and soil layer conditions were studied.
Keywords:passive pile  surcharge  numerical analysis
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