Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor

Cai zhongye; Zheng Biyong

全国中文核心期刊
中国科技核心期刊
美国工程索引（EI）收录期刊
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Cai zhongye, Zheng Biyong. Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(1): 33-41.

Citation:

Cai zhongye, Zheng Biyong. Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(1): 33-41.

Citation:

Cai zhongye, Zheng Biyong. Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(1): 33-41.

Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor

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This paper deals with the stabilization measures with "Blast-Enlarged Soil Anchor" which has been used to stabililze a 13m depth vertical soil slope. Through FEM analysis, measurement of stress-strain of the soil anchor, and monitoring the slope displacement, it has been verified that the new slope stabilization method is of high reliability and feasibility.

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Theory and Design-Construction Method for Stabilization of Deep Excavation with Blast-Enlarged Soil Anchor

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