Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere

LI You; ZHU Wei-shen; PENG Yi; LI Ni; HUANG Chao-qiang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere

更新时间：2026-06-25

- Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere
- Vol. 27, Issue 8期　刊出日, (2006)
- 作者机构：
  
  1. 中南大学土木建筑学院,长沙,410075
  2. 中国科学院武汉岩土力学研究所,武汉,430071
  3. 山东大学岩土与结构工程研究中心,济南,250061
  4. 中交第二公路勘察设计研究院,武汉,430052
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU458+.4
- Online First：26 November 2013，
  
  Published：2006
- 稿件说明：
移动端阅览
LI You, ZHU Wei-shen, PENG Yi, et al. Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere[J]. 2006, 27(8期　刊出日).
DOI：

LI You, ZHU Wei-shen, PENG Yi, et al. Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere[J]. 2006, 27(8期　刊出日). DOI：

摘要

与岩石单轴蠕变松弛试验研究相比，多轴的研究结果很少，这一现状的结果是岩石的三维蠕变松弛模型基本是其单轴模型的简单推广，缺乏试验资料的佐证。为了积累宝贵数据，推动岩石多轴蠕变松施模型的发展，利用广东某地的红砂岩开展了以下试验研究：(1) 不同围压下岩石的蠕变松弛特性；(2) 二向受力状态下岩石的蠕变松弛特性；(3) 多轴受力时，饱水和风干状态下岩石蠕变松弛特性的对比。总结、分析试验结果，获取了该种红砂岩多轴蠕变松弛特性的一些基本规律或现象，如：轴压相同时，侧压越高，蠕变量越小；当围压相同、时间相同时，应力越高，则的松弛量也越大。这些结果对于岩石力学的基础研究及现场施工设计均具有较大意义。

Abstract

Compared with uniaxial experimental study on creep and relaxation properties of rock

multi-axial experiment study is very few

which makes 3-D creep and relaxation model of rock to be just simply extension without enough experiment verification. For gathering useful data and prompting development of multi-axial creep and relaxation model of rock

the following experiments were done with the red sandstone obtained from somewhere in Guangdong Province

China: (1) creep and relaxation properties of rock under different confining pressure; (2) creep and relaxation properties of rock subjected to pressures from two directions; (3) comparison of creep and relaxation properties between air-dried and saturation samples under multi-axial pressure. By analyzing experimental results

some features or phenomena are found on creep and relaxation properties of the red sandstone

for example

when axial pressures are the same

the higher confining pressure is

the smaller creep is

when confining pressures and relaxation time are the same

the higher is

the larger relaxation of is; etc.. All these are of some significance to theoretical study of rock mechanics and the design and construction of practical engineering.

关键词

Keywords

references

Views

1477

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Multi-axial experimental study on creep and relaxation properties of red sandstone from somewhere

Numerical simulation of mesomechanical characteristics of creep demage evolution for Jingping marble

An internal-variable creep model for rocks

Acoustic emission source evolution and fractal features during creep failure of red sandstone

Rockburst criterion for deep-buried tunnels based on rock integrity failure criterion

Related Author

LI You1

ZHU Wei-shen2

PENG Yi1

LI Ni1

HUANG Chao-qiang4

SUN Jin-shan

CHEN Ming

JIANG Qing-hui

Related Institution

Institute of Rock and Soil Mechanics,Chinese Academy of Sciences

Engineering Faculty, China University of Geosciences (Wuhan)

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University

Gansu Provincial Transportation Planning, Survey and Design Institute Co., Ltd.

College of Transport & Storage and Civil Engineering, China University of Petroleum

AI问答

⁰