Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave

WANG Fei-li; WANG Shu-hong; XIU Zhan-guo

doi:10.16285/j.rsm.2017.2444

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave

更新时间：2026-06-25

- Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave
- Vol. 39, Issue 8, Pages: 2844-2850(2018)
- 作者机构：
  
  东北大学资源与土木工程学院,辽宁,沈阳,110819
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2017.2444
  CLC： TU452
- Online First：02 September 2018，
  
  Published：2018
- 稿件说明：
移动端阅览
WANG Fei-li, WANG Shu-hong, XIU Zhan-guo. Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave[J]. 2018, 39(8): 2844-2850.
DOI：

WANG Fei-li, WANG Shu-hong, XIU Zhan-guo. Method on stress quantification and strength characterization of rock structural plane under the disturbance of stress wave[J]. 2018, 39(8): 2844-2850. DOI： 10.16285/j.rsm.2017.2444.

摘要

开挖利用和开发建设等人类工程活动，破坏了岩体原有的天然应力平衡状态，而结构面的存在进一步恶化了地质环境安全，所以，为了有效防治崩塌、滑坡等地质灾害的发生，有必要对扰动作用下结构面的应力状态和强度特性进行分析研究。将岩体所受扰动作用以应力形式量化，分析了扰动应力波在结构面中的传递过程并对其衰减特征进行了量化，同时建立了扰动作用下结构面应力分析模型。基于此，结合库仑-纳维叶准则，给出了扰动作用下结构面的强度分析准则，同时，实现了扰动作用对结构面强度的劣化效应分析并使用折减系数进行定量描述。该过程的实现为有效防治工程活动引起的地质灾害提供理论依据，给出了一种分析扰动作用下地质灾害诱发机制的新思路。

Abstract

The original natural stress balance of the rock structure is destroyed by human engineering activities of excavation and construction

and the geological environment safety is deteriorated further by the existence of weak structural plane. Therefore

it is necessary to analyze the stress state and strength characteristics of rock structure under engineering disturbance to effectively control the occurrence of geological disasters such as collapse and landslide. In this paper

the disturbance process of the rock structure was quantified in the form of stress. The propagation of the stress wave in weak structure plane was analyzed and its attenuation characteristics were quantified. Also

the quantification expression of stress was given and the stress analysis model was established. Based on this

the criterion of strength analysis of rock structure under stress disturbance was deduced by the Coulomb-Navier criterion. At the same time

the damage effect of stress disturbance on the strength of rock structure was realized and the reduction coefficient was used to quantitatively describe it. The realization of this process provides a theoretical basis for effective prevention and control of geological disasters caused by engineering disturbance

and a new idea to analyze the induced mechanism of geological disasters under engineering disturbance is given.

关键词

Keywords

references

Views

223

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Mechanism of water infiltration affecting ground ice melting in the silty clay layers of the Dema Expressway in the eastern Qinghai-Xizang Plateau

Engineering characteristics of xanthan gum improved sandy slope soil and slope ecological protection mechanism

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

Elasto-viscoplastic bounding surface model for unsaturated time-dependent soils incorporating non-stationary flow rule

Nonlinear mechanical response of surrounding rock in compressed air energy storage cavern based on Hoek-Brown criterion

Related Author

No data

Related Institution

No data

AI问答

⁰