也谈加筋土强度模型与应力─应变特性

熊正洪. 也谈加筋土强度模型与应力─应变特性[J]. 工程力学, 1994, 11(1): 60-69.

引用本文:

熊正洪. 也谈加筋土强度模型与应力─应变特性[J]. 工程力学, 1994, 11(1): 60-69.

Xiong Zhenghong. ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL[J]. Engineering Mechanics, 1994, 11(1): 60-69.

Citation:

Xiong Zhenghong. ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL[J]. Engineering Mechanics, 1994, 11(1): 60-69.

ON THE STRENGTH MODEL AND STRESS-STRAIN CHARACTERISTICS OF REINFORCED SOIL

摘要: 本文从加筋作用机理的角度,推导了加筋土强度参数的表达式,并提出了判断加筋土破坏形态的方法,最后以三轴试验成果与理论分析进行了对比,二者吻合较好。

Abstract: This paper formulates the strength parameters of reinforced soil from the point of view of reinforcing mechanism presents hte method for judging it's failure model, gives the comparison of theoretical analyses with the results of triaxial tests, showing good fitness.

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