Numerical simulation of dynamic damage effect of surrounding rocks for tunnels by blasting excavation

ZUO Shuang-ying   XIAO Ming   XU Jian-ke   SHI Wen-bing

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Numerical simulation of dynamic damage effect of surrounding rocks for tunnels by blasting excavation

更新时间：2026-06-25

- Numerical simulation of dynamic damage effect of surrounding rocks for tunnels by blasting excavation
- Vol. 32, Issue 10, (2011)
- 作者机构：
  
  1. 贵州大学资源与环境工程学院,贵阳,550003
  2. 武汉大学水资源与水电工程科学国家重点实验室,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU452
- Online First：13 October 2011，
  
  Published：2011
- 稿件说明：
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ZUO Shuang-ying XIAO Ming XU Jian-ke SHI Wen-bing. Numerical simulation of dynamic damage effect of surrounding rocks for tunnels by blasting excavation[J]. 2011, 32(10).
DOI：

ZUO Shuang-ying XIAO Ming XU Jian-ke SHI Wen-bing. Numerical simulation of dynamic damage effect of surrounding rocks for tunnels by blasting excavation[J]. 2011, 32(10). DOI：

摘要

采用数值模拟技术预估岩体开裂深度及爆破损伤影响范围对工程设计可以起到事先指导作用，对施工安全具有重大意义，其中科学的、合理的损伤模型及迭代计算方法是关键。基于FLAC3D程序的用户自定义本构模块，将考虑累积应变和荷载作用时间的Yang-Liu率相关动力损伤模型与Mohr-Coulomb弹塑性本构进行耦合，将围岩破坏过程中的损伤特性反映在荷载增量迭代计算中，形成了弹塑性动力损伤本构模型，详细推导了损伤应力修正迭代计算方法。对一圆形隧道爆破开挖进行模拟，探讨了爆破诱发的质点振动衰减特征及围岩损伤分布规律。分析结果表明，爆破产生的质点振动速度峰值与其所造成的损伤具有很好的相关性。该爆破损伤模型及模拟方法可以为类似工程提供一定参考

Abstract

It can not only play a guiding role in engineering design in advance predicting the cracking depth and damaged range of surrounding rocks by blasting excavation in use of numerical simulation method

but also is of great significance to construction safety; in which

a scientific and reasonable damage model and iterative calculation method are most important key technique. Based on the user-defined constitutive modules of the fast Lagrangian analysis of continua in three dimensions (FLAC3D) procedure

Yang-Liu dynamic damage model dependent on strain rate considering cumulative strain and load time is embedded in Mohr-Coulomb elastoplastic model. The rock damage characteristic is reflected in the iteration calculation process of a incremental load; thus an elastoplastic dynamic damage constitutive model is formed. Subsequently

iterative format of damaged and modified stresses is derived in detail. In simulating a circular tunnel by blasting excavation

a discussion and analysis for characteristics of vibration attenuation and distribution rules of damage in surrounding rock mass induced by blasting are carried out. The calculation result shows that the vibration velocity peak is well correlated with the damage coefficient. The blasting damage model and simulation method can provide a certain reference to similar engineering.

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Related Institution

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

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School of Resources and Safety Engineering, Central South University

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