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岩石边坡中断层水压的模型实验研究
引用本文:杨同,胡恒,王宝学. 岩石边坡中断层水压的模型实验研究[J]. 勘察科学技术, 2000, 0(2): 19-21
作者姓名:杨同  胡恒  王宝学
作者单位:北京科技大学,北京市,100083
摘    要:该文为模型实验研究。通过自制边坡中的断层实验模型,观察、量测并分析16种不同条件时断层中不同位置的水压。模拟实验结果表明,断层中水压分布可以以线性函数拟合,此结果与Hoek理论模型相近。影响水压大小的各因素灵敏程度依次为:张裂缝中水头高度、断层倾角、充填料高度、充填料粒度、断层带厚度。

关 键 词:岩石边坡  断层水压  模型实验
修稿时间:1999-08-26

MODEL TEST STUDY OF FAULT WATER PRESSURE IN ROCK SLOPE
Yang Tong,Hu Heng,Wang Baoxue. MODEL TEST STUDY OF FAULT WATER PRESSURE IN ROCK SLOPE[J]. Site Investigation Science and Technology, 2000, 0(2): 19-21
Authors:Yang Tong  Hu Heng  Wang Baoxue
Affiliation:Beijing University of Science and Technology
Abstract:The paper is a study of test model. By self- made laboratory test model of fault in slope, 16 cases of water presures in fault at different conditions and positions are observed, measured and analyzed. The result of simulated test manifests that the water pressure in fault can be fitted with a linear function, which is similar.to Hoed's theoretical model.The degree of senstitivity of the factors affecting the water pressure is in the following sepence: height of water head in the tension cracks, dip angle of fault, height of filling materials, grain size of filling materials and the thickness of fhalt zone.
Keywords:rock slope  fault water pressure  model test  
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