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考虑岩体完整程度的岩石爆破损伤模型及应用

陈俊桦 张家生 李新平

岩土工程学报2016,Vol.38Issue(5):857-866,10.
岩土工程学报2016,Vol.38Issue(5):857-866,10.DOI:10.11779/CJGE201605011

考虑岩体完整程度的岩石爆破损伤模型及应用

Model of rock blasting-induced damage considering integrity of rock mass and its application

陈俊桦 1张家生 2李新平1

作者信息

  • 1. 中南大学土木工程学院,湖南 长沙 410075
  • 2. 高速铁路建造技术国家工程实验室,湖南 长沙 410075
  • 折叠

摘要

Abstract

The influences of the integrity of rock mass on blasting effects are not taken into account by the current models for rock blasting-induced damage. Based on the blasting-induced damage model proposed by R. Yang et al., an elastic-plastic constitutive model for blasting-induced damage and the corresponding criterion for determining the blasting influence zone of the surrounding rock, both of which consider the initial damage of rock, are suggested by connecting the initial damage with the initial values of integrity index and acoustic wave velocity of rock mass. This model can be used to consider the influence of the initial integrity of rock mass on the blasting damage effects by changing its initial integrity index. The constitutive model is introduced into software LS-DYNA for blasting simulation in line with practical engineering. The blasting-induced damage nephogram and the blasting influence zone are obtained. The blasting influence zones obtained respectively by the suggested model, the field tests and the conventional model-TCK are compared. In the end, for the maximum influence radius of blasting and the maximum influence depth of blasting, the relations between them with the initial integrity index of rock mass are analyzed. The results show that, for the maximum influence radius and the maximum influence depth, their values decrease with the decrement of the initial integrity index of rock mass while the change of the former is more remarkable than that of the latter. The proposed model considering the initial integrity of rock mass is rational. The results obtained by the suggested numerical model agree well with those from the field tests. The proposed model can provide references for theoretical research and engineering practice, in both of which the influences of integrity of rock mass on blasting excavation should be considered.

关键词

岩石/爆破损伤/岩体完整性指数/数值模拟/声波波速

Key words

rock/blasting-induced damage/integrity index of rock mass/numerical simulation/acoustic wave velocity

分类

建筑与水利

引用本文复制引用

陈俊桦,张家生,李新平..考虑岩体完整程度的岩石爆破损伤模型及应用[J].岩土工程学报,2016,38(5):857-866,10.

基金项目

国家自然科学基金项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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