| 原位直剪试验中岩体弹性模量求取方法探讨 |
| |
| 引用本文： | 陈建胜,陈从新,鲁祖德,陈维维.原位直剪试验中岩体弹性模量求取方法探讨[J].岩土力学,2011,32(11):3409-3413. |
| |
| 作者姓名： | 陈建胜 陈从新 鲁祖德 陈维维 |
| |
| 作者单位： | 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉,430071 |
| |
| 基金项目： | 国家自然科学基金面上项目(No.10872207).交通部西部科技项目"高速公路结构健康监测系统关键技术研究" |
| |
| 摘 要： | 对利用原位直剪试验法向压缩变形曲线求取弹性模量的两种传统方法进行了分析和探讨,认为利用压缩曲线法和间接现场荷载试验法的经验公式计算出的结果均小于实际值。提出了一种新的利用原位直剪压缩曲线求取弹性模量的综合方法,同时采用3种方法求取了岭澳3期工程强风化角岩的弹性模量。分析表明,原位直剪试验压缩曲线综合法求得的弹性模量为压缩曲线法与间接现场荷载法取值之和,其计算原理与直剪试验法向加载时力学变形机制一致,计算值更接近于真实值,有效地解决了边坡岩体变形稳定性分析中弹性模量取值问题。
|
| 关 键 词： | 弹性模量 原位直剪 压缩曲线 强风化角岩 |
| 收稿时间： | 2010-03-10 |
Discussion of computational method of rock elastic modulus on in-situ direct shear test |
| |
| CHEN Jian-sheng,CHEN Cong-xin,LU Zu-de,CHEN Wei-wei.Discussion of computational method of rock elastic modulus on in-situ direct shear test[J].Rock and Soil Mechanics,2011,32(11):3409-3413. |
| |
| Authors: | CHEN Jian-sheng CHEN Cong-xin LU Zu-de CHEN Wei-wei |
| |
| Institution: | State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China |
| |
| Abstract: | Through the discussion and analysis of the two traditional computing method of elastic modulus with the normal compressed deformation curve of in-situ direct shear test,which indicate that the real value is bigger than its directly calculated modulus of confined compression and the modulus calculated by the empirical formula of the in-situ load test.A novel integrated method is proposed to calculate the elastic modulus with the in-situ direct shear compression curve.At the same time,the three methods are us... |
| |
| Keywords: | elastic modulus in-situ direct shear test compression curve highly weathered hornfels |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
| 点击此处可从《岩土力学》下载免费的PDF全文 |
|
