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Determine the Stress Calculating Mode of Sliding Failure of Soil Mass under the Push-Extend Multi-under-Reamed Pile 被引量:1
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作者 Yongmei Qian Xuezhe Chen Xuewen Xie 《Engineering(科研)》 2014年第5期254-259,共6页
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 a... 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. 展开更多
关键词 The push-extend multi-under-reamed pile Sliding Failure the Bearing push-extend REAMED CALCULATING MODE
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