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摘要:
Through the analysis of the sliding failure form of soil mass under the bearing push-extend reamed of Push-extend Multi-under-reamed Pile, in the paper, the law of coulomb-Mohr is used to establish a stress function and the theory of the sliding line is used to establish Prandtl regional stress field, which determines the stress calculating mode of soil mass and provides a theoretical basis for a further study of this type of pile ultimate bearing capacity of soil mass.
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篇名 Determine the Stress Calculating Mode of Sliding Failure of Soil Mass under the Push-Extend Multi-under-Reamed Pile
来源期刊 工程(英文)(1947-3931) 学科 数学
关键词 The Push-Extend Multi-under-Reamed Pile Sliding Failure the Bearing Push-Extend REAMED CALCULATING MODE
年,卷(期) gc-eng_2014,(5) 所属期刊栏目
研究方向 页码范围 254-259
页数 6页 分类号 O1
字数 语种
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The
Push-Extend
Multi-under-Reamed
Pile
Sliding
Failure
the
Bearing
Push-Extend
REAMED
CALCULATING
MODE
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
工程(英文)(1947-3931)
月刊
1947-3931
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
367
总下载数(次)
1
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