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。
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.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2005年第11期1286-1290,共5页
Chinese Journal of Geotechnical Engineering
基金
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)
关键词
被动桩
堆载
数值分析
passive pile
surcharge
numerical analysis
