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土钉与土体间的应力传递研究
引用本文:陈万祥,郭志昆,黄育,张仕.土钉与土体间的应力传递研究[J].岩土力学,2005,26(Z1):223-226.
作者姓名:陈万祥  郭志昆  黄育  张仕
作者单位:解放军理工大学 工程兵工程学院,南京 210007
摘    要:根据土钉与土体间剪应力-相对位移关系曲线,分析了土钉与土体间荷载传递机理,建立了土钉与土体间应力传递的力学模型。利用截面上的平衡条件,推导了有别于传统假设的作用在土钉上的应力分布及变形表达式,从理论上分析了土钉与土体间的应力传递规律,并结合工程实测数据验证了该模型的合理性。

关 键 词:基坑支护  土钉  力学模型  应力传递  
收稿时间:2005-01-04

Study on stress transfer between soil nail and surrounding soil
CHEN Wan-xiang,GUO Zhi-kun,HUANG Yu,ZHANG Shi.Study on stress transfer between soil nail and surrounding soil[J].Rock and Soil Mechanics,2005,26(Z1):223-226.
Authors:CHEN Wan-xiang  GUO Zhi-kun  HUANG Yu  ZHANG Shi
Institution:Engineering Institute of Engineering Corps, PLA University of Science and Technology, Nanjing 210007, China
Abstract:Based on shear stress-relative displacement curve between soil nail and soil, the force transferring mechanism is analyzed. A mechanical model of stress transfer is built. The formulas of stress distribution and deformation along the soil nail are given according to equilibrium conditions of the section. The law of stress transferring between soil nail and surrounding soil is analyzed theoretically; the results of the model are agreed with engineering data very well.
Keywords:foundation pit support  soil nail  mechanical model  stress transfer
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