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爆破作用对软弱夹层岩质边坡稳定性影响试验研究
引用本文:欧阳吉,郑爽英,张继春,郭学彬,肖正学,宋小林. 爆破作用对软弱夹层岩质边坡稳定性影响试验研究[J]. 爆破, 2009, 26(1)
作者姓名:欧阳吉  郑爽英  张继春  郭学彬  肖正学  宋小林
作者单位:西南交通大学土木工程学院,成都,610031;西南科技大学环境工程学院,绵阳,621010
摘    要:根据含软弱夹层顺层岩质边坡爆破中产生爆破振动和层裂效应的特点,推导了在顺层岩质边坡爆破时的边坡稳定性系数计算公式,并以顺层岩质边坡模型爆破试验实测数据为基础,按极限平衡法进行了爆破作用下顺层岩质边坡的稳定性分析.对试验结果的计算分析表明,爆破瞬间,爆破振动和层裂效应导致边坡稳定性降至极限平衡状态附近,易产生一定位移,稳定性系数降幅达64%;爆破后,层裂效应导致边坡自稳能力降低,其降幅达30%-35%,这与试验现象吻合较好.据此提出了适合顺层岩质边坡爆破的开挖方法以及相应的防护措施,为此类顺层岩质边坡爆破的优化设计提供了理论依据.

关 键 词:顺层岩质边坡  软弱夹层  爆破作用  层裂效应  稳定性系数

Test Study on Influence of Blast Effect on Stability of Bedding Rock Slope with Weak Interlayer
OUYANG Ji,ZHENG Shuang-ying,ZHANG Ji-chun,GUO Xue-bin,XIAO Zheng-xue,SONG Xiao-lin. Test Study on Influence of Blast Effect on Stability of Bedding Rock Slope with Weak Interlayer[J]. Blasting, 2009, 26(1)
Authors:OUYANG Ji  ZHENG Shuang-ying  ZHANG Ji-chun  GUO Xue-bin  XIAO Zheng-xue  SONG Xiao-lin
Affiliation:1.School of Civil Engineering;Southwest Jiaotong University;Chengdu 610031;China;2.School of Environmental Engineering;Southwest University of Science andTechnology;Mianyang 621010;China
Abstract:According to the characteristic of blasting vibration and bedding cracks caused by blasting excavation in bedding rock slope,the calculation method of stability coefficient of bedding rock slope formed by blasting was put forward.Based on the measured data of blasting test of bedding rock slope model,the stability analysis of slope influenced by blast effect was taken by using limit equilibrium equation.The calculated result of test data show that the self-stability of slope was down to limit equilibrium eq...
Keywords:bedding rock slope  weak interlayer  blasting effect  bedding crack effect  stability factor  
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