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虎跳峡工程区松散堆积体原位直剪试验研究
引用本文:谭儒蛟,胡瑞林,刘衡秋,李志祥,曾如意.虎跳峡工程区松散堆积体原位直剪试验研究[J].煤田地质与勘探,2005,33(6):53-55.
作者姓名:谭儒蛟  胡瑞林  刘衡秋  李志祥  曾如意
作者单位:中国科学院工程地质力学重点实验室,北京,100029;铁道第四勘察设计院,湖北,武汉,430063;国家电力公司中南勘察设计研究院,湖南,长沙,410083
基金项目:中科院知识创新工程重要方向项目(No.80253030)和973专题(No.2002CB412702)
摘    要:松散堆积体型斜坡在虎跳峡工程区河段两岸普遍发育,研究其剪切强度对于此类库岸斜坡的稳定性评价具有重要意义。作者设计了堆载式加荷直剪试验方法,并经野外大面积现场试验,获得了堆积体直剪时的剪应力-应变关系曲线,对堆积体的剪切强度性质进行了相应的理论分析,同时为工程区堆积体稳定性评价提供了可参考的c、φ值。

关 键 词:堆载  原位直剪试验  松散堆积体  虎跳峡
文章编号:1001-1986(2005)06-0053-03
收稿时间:2005-01-28
修稿时间:2005年1月28日

In situ direct shear tests of incompact-deposit bodies in Tiger-leaping gorge area
TAN Ru-jiao,HU Rui-lin,LIU Heng-qiu,LI Zhi-xiang,ZENG Ru-yi.In situ direct shear tests of incompact-deposit bodies in Tiger-leaping gorge area[J].Coal Geology & Exploration,2005,33(6):53-55.
Authors:TAN Ru-jiao  HU Rui-lin  LIU Heng-qiu  LI Zhi-xiang  ZENG Ru-yi
Institution:1. Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Science, Bejing 100029, China;2. The Forth Survey & Design Institute of China Railway, Wuhan 430063, China;3. Central-south Hydroelectric Investigation, Design and Research Institute of State Power Corporation, Changsha 410083, China
Abstract:There are large numbers of incompact-deposit bodies in Tiger-leaping Gorge area of Jingsha River. The shear strength properties of the deposit bodies are very important to the slope stability analysis. In this papor, pile-loading direct shear test was put forward and carried out in fields synchronously. Though the results we obtain the stress-strain relation curves of deposit bodies, at the same time, the shear strength parameters were attained too.
Keywords:pile-loading  in situ direct shear test  ineompaet-deposit bodies  Tiger-Leaping Gorge
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