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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.
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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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