Rheological properties of surrounding rock of Xiamen Subsea Tunnel and its characteristic curve

QI Ming-shan; XU Zheng-liang; CUI Qin; NING Zuo-li

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Rheological properties of surrounding rock of Xiamen Subsea Tunnel and its characteristic curve

更新时间：2026-06-25

- Rheological properties of surrounding rock of Xiamen Subsea Tunnel and its characteristic curve
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  1. 上海市城市建设设计研究院,上海,200125
  2. 同济大学,上海,200092
- 作者简介：
- 基金信息：
- DOI：
  CLC： U451
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
移动端阅览
QI Ming-shan, XU Zheng-liang, CUI Qin, et al. Rheological properties of surrounding rock of Xiamen Subsea Tunnel and its characteristic curve[J]. 2007, 28(S1).
DOI：

QI Ming-shan, XU Zheng-liang, CUI Qin, et al. Rheological properties of surrounding rock of Xiamen Subsea Tunnel and its characteristic curve[J]. 2007, 28(S1). DOI：

摘要

厦门海底隧道是我国建设的第一条海底公路隧道，其穿越的F1，F2，F3，F4共4条断层破碎带，洞体围岩软弱、破碎，流变属性十分明显。对该类岩石进行了室内三轴压缩流变试验。试验结果表明，幂律型蠕变模型可以用来较好地模拟该类岩石除第三阶段蠕变以外的蠕变行为，并得到幂律型蠕变模型的相关流变参数。将幂律型蠕变方程和Drucker-Prager屈服准则相耦合来描述岩体的非线性黏弹塑性特性，应用数值方法研究了该隧道围岩的变形特性及其特征曲线。

Abstract

Xiamen Subsea Tunnel is the first subsea road tunnel in China. The tunnel passes through the faultages of F1

F3 and F4 where the rock mass is rotten and cracked. Rheological properties of this type of rock are remarkable. A series of triaxial compression rheological experiments are carried out. Experimental results

show that power law creep model can be used to simulate the primary creep and the secondary creep of the rock. Power law creep model and Drucker-Prager yielding criterion are coupled to simulate the nonlinear visco-elastic-plasticity of the rock. Numerical simulation is used to study the deformation properties of surrounding rock of Xiamen Subsea Tunnel and its ground characteristic curve.

关键词

Keywords

references

Views

690

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Numerical simulation of rheological properties of rocks in seepage field

Study of seepage-rheology coupling experiment of rocks

Variable-order fractional damage creep model based on equivalent viscoelasticity for rock

Experimental study on shear characteristics of mudstone under combined action of stress-dry-wet cycles

Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles

Related Author

YAN Yan

WANG En-zhi

WANG Si-jing

YAN Yan

WANG En-zhi

WANG Si-jing

HU Yu

LI De-jian

Related Institution

State Key Laboratory of Hydroscience and Engineering, Tsinghua University

Institute of Geology and Geophysics, Chinese Academy of Sciences

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology (Beijing)

School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing)

AI问答

⁰