[1]彭兴黔.纯粘无重土上圆形基础的极限承载力[J].华侨大学学报(自然科学版),1999,20(2):156-159.[doi:10.11830/ISSN.1000-5013.1999.02.0156]
　Peng Xinqian.Ultimate Bearing Capacity of Purely Cohensive Null Gravity Soil on a Circular Foundation[J].Journal of Huaqiao University(Natural Science),1999,20(2):156-159.[doi:10.11830/ISSN.1000-5013.1999.02.0156]
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纯粘无重土上圆形基础的极限承载力()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第20卷
期数:
1999年第2期
页码:
156-159
栏目:
出版日期:
1999-04-20

文章信息/Info

Title:
Ultimate Bearing Capacity of Purely Cohensive Null Gravity Soil on a Circular Foundation
作者:
彭兴黔
华侨大学土木工程系
Author(s):
Peng Xinqian
关键词:
纯粘无重土;  圆形基础;  塑性流动;  极限承载力
Keywords:
purely cohesive null gravity soil;  plastic flow;  ultimate bearing capacity
分类号:
TU43
DOI:
10.11830/ISSN.1000-5013.1999.02.0156
摘要:
对圆形基础作用下纯粘无重土的塑性流动,给出了基本满足静力许可条件的应力场和完全满足运动许可条件的速度场.运用虚功率原理,求解出该基础的极限承载力解析解,它较数值积分计算简明、精度较高、结果较理想,可供工程设计参考.
Abstract:
In relation to the plastic flow of purely cohesive null gravity soil under the action of a circular foundation, the author assumes a stress field which satisfies basically allowable equilibrium and a velocity field which satisfies completely allowable mot
更新日期/Last Update: 2014-03-22