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长群桩基础承载力性状的大比例尺模型试验研究

秋仁东 刘金砺 高文生 邱明兵

岩土工程学报2012,Vol.34Issue(12):2233-2242,10.
岩土工程学报2012,Vol.34Issue(12):2233-2242,10.

长群桩基础承载力性状的大比例尺模型试验研究

Large scale model tests on load transfer mechanism of long piled group foundation

秋仁东 1刘金砺 1高文生 1邱明兵1

作者信息

  • 1. 中国建筑科学研究院地基基础研究所,北京100013
  • 折叠

摘要

Abstract

There are many research achievements for load transfer mechanism of long pile foundation. Most of them are based on single pile foundation at present. Therefore, the load transfer mechanism of the long pile group foundation needs further studies, including the shaft and tip resistance and the distribution of soil reaction under the raft of pile group foundation, A brief summary of the tests is provided. The measured axial force, shaft and tip resistance in each test are presented. The load-displacement transfer mechanisms of the resistance changing with the load and displacement are compared and discussed for the foundation piles at different positions. The results can provide the basis for tests and the practical reference for the settlement mechanism of long piled group foundation.

关键词

长桩/群桩/大比例尺模型/承载性状

Key words

long pile/pile group/large scale model/bearing behavior

分类

建筑与水利

引用本文复制引用

秋仁东,刘金砺,高文生,邱明兵..长群桩基础承载力性状的大比例尺模型试验研究[J].岩土工程学报,2012,34(12):2233-2242,10.

基金项目

“十二五”国家科技支撑计划项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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