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框架预应力锚杆支护黄土边坡土压力分布模型试验
引用本文:朱彦鹏,谷玉朝,李忠.框架预应力锚杆支护黄土边坡土压力分布模型试验[J].兰州理工大学学报,2008,34(3).
作者姓名:朱彦鹏  谷玉朝  李忠
作者单位:兰州理工大学,土木工程学院,甘肃,兰州730050
摘    要:在框架预应力锚杆支护边坡工程中,由于锚杆、预应力及堆载的存在,使得边坡应力状态复杂.以相似理论为基础,通过室内模型试验的方法,研究黄土地区框架预应力锚杆支护边坡的土压力分布规律.试验结果表明,锚杆预应力的大小、位置及其施加次序是影响边坡应力状态的主要因素.

关 键 词:模型试验  黄土边坡  框架预应力锚杆  预应力  土压力

Experiment on soil pressure distribution model of loess slope supported by grillage supporting structure with prestressed anchor bar
ZHU Yan-peng,GU Yu-chao,LI Zhong.Experiment on soil pressure distribution model of loess slope supported by grillage supporting structure with prestressed anchor bar[J].Journal of Lanzhou University of Technology,2008,34(3).
Authors:ZHU Yan-peng  GU Yu-chao  LI Zhong
Abstract:Because of the existence of the anchor bars, prestress,and surcharge in grillage supporting structure,the stress state within the slope is made very complicated.According to the similarity method and model test method,a indoor test was conducted and the soil pressure distribution in the grillage supporting structure with prestressed anchor bar in the loess slope was studied. The test results showed that the prestress and position of the anchor bar as well as the applying order of the prestress were the main factor influencing the stress state in the slope.
Keywords:model test  loess slope  prestressed grillage anchor bar  prestress  soil pressure
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