CONFINING PRESSURE EFFECT ON ENGI NEERI NG PROPERTI ES OF WEAK LAYERS IN DAM SITES
- 出版年：2004
- 作者：Fu Wenxil；Shang Yuequan；Chen Yunminl；Nie Dexin；Ren Guangming；Zhang Bin
- 单位1：Department of Civil Engineering，Zhejiang University
- 语种：中文
- 作者关键词：rock and soil mechanics；weak layer；confining pressure；engineering property；porosity ratio
- 起始页：137
- 总页数：7
- 经费资助：SupportedbyNationalNaturalScienceFoundationofChina（No.4967216640072090
- 刊名：岩石力学与工程学报
- 是否内版：否
- 刊频：半月刊
- 创刊时间：1982
- 主办单位：中国岩石力学与工程学会
- 主编：冯夏庭
- 地址：武汉市武昌小洪山
- 邮编：430071
- 电子信箱：kjwang@public.wh.hb.cn
- 网址：//www.yslx.chinajournal.net.cn
- 卷：23
- 期：01
- 期刊索取号：P478.066357
- 数据库收录：EI摘要收录期刊
- 核心期刊：全国中文核心期刊
摘要
The problems existing in the present sampling method for weak layers in exploratory adits are discussed. Atpresent， the confining pressure effect on engineering properties of weak layers is often neglected， but the argillizational effect under ground water is emphasized. Ordinarily， samples of weak layers are obtained in exploratory adits. But the weak layers are easily affected by the stress relaxation after the excavation of exploratory adits. So the engineering properties of weak layers， based on laboratory or in-situ tests， are very poor. Obviously， the test results of samples from exploratory adits cannot reflect their engineering properties under natural ground stresses. To avoid the effect of stress relaxation on weak layers， a special sampling method in exploratory adits is adopted， which reveals that weak layers are of good engineering properties under confining pressure. Taking the weak intercalations at a giant hydroelectric station on Jinshajiang River as an example， the correlations between physical and mechanical indices and confining pressure indicate that confining pressure is the most important environmental factor to control the engineering properties of weak layers。