Study of lamination property and stability caused by blasting in rock slope with weak intercalation
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Study of lamination property and stability caused by blasting in rock slope with weak intercalation
Vol. 33, Issue 4, (2012)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
2. 西南科技大学 环境与资源学院,四川,绵阳,621010
3. 西南交通大学 土木工程学院,成都,610031
作者简介:
基金信息:
DOI:
CLC:TV433
Online First:26 April 2012,
Published:2012
稿件说明:
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HAO Ya-fei, LI Hai-bo, GUO Xue-bin, et al. Study of lamination property and stability caused by blasting in rock slope with weak intercalation[J]. 2012, 33(4).
DOI:
HAO Ya-fei, LI Hai-bo, GUO Xue-bin, et al. Study of lamination property and stability caused by blasting in rock slope with weak intercalation[J]. 2012, 33(4).DOI:
Study of lamination property and stability caused by blasting in rock slope with weak intercalation
a mechanical model of consequential rock slope with weak intercalation is established. The design idea and method of the blasting model lamination test and shear test are introduced. Using the clay of one limestone quarry as weak intercalation
the lamination property and stability of the bedding rock slope with weak intercalation are studied through the similarity model test. The test results show that the weak intercalation after blasting is divided into four regions: blasting cavity region
tightness region
affected region and undisturbed region. The blasting cavity region
tightness region
affected region constitute the lamination region. The anti-slide safety coefficient is the greatest before blasting
the second after blasting and the smallest in the course of blasting. The lamination range directly affects the anti-slide safety coefficient of the model. The thickness of weak intercalation has a great impact on the lamination range and the anti-slide safety coefficient of the model.