钉土相互作用的剪滞力理论分析

贾洪. 2002: 钉土相互作用的剪滞力理论分析. 工程地质学报, 10(2): 156-159.

引用本文:

贾洪. 2002: 钉土相互作用的剪滞力理论分析. 工程地质学报, 10(2): 156-159.

JIA Hong. 2002: SHEAR THEORIETICAL ANALYSIS ON SOIL-NAIL INTERACTION. JOURNAL OF ENGINEERING GEOLOGY, 10(2): 156-159.

Citation:

JIA Hong. 2002: SHEAR THEORIETICAL ANALYSIS ON SOIL-NAIL INTERACTION. JOURNAL OF ENGINEERING GEOLOGY, 10(2): 156-159.

SHEAR THEORIETICAL ANALYSIS ON SOIL-NAIL INTERACTION

摘要: 在深基坝支护设计中 ,对钉土作用机理存在着许多模糊认识。为此 ,本文在一定假设条件下 ,建立了钉土相互作用的剪滞力模型 ;结合实例分析对模型进行了验证 ,并对钉土相互作用机理进行了分析.

Abstract: There is some ambiguity about the soil-nail interaction mechanism in the design of soil nailing reinforcement. The paper presents a shear model for explaining the soil-nail interaction. The model is proved to be vailed through a case study. Also, the soil-nail interaction mechanism is studied by using the model.

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