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TU Yumin, JIN Zhiyu. Stability analysis of soil-nailing protection structure based on the soil-arch effect[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 792-795.
Citation: TU Yumin, JIN Zhiyu. Stability analysis of soil-nailing protection structure based on the soil-arch effect[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 792-795.

Stability analysis of soil-nailing protection structure based on the soil-arch effect

  • The whole stability analysis of the soil-nailing protection structure is the key checking computation item in the design of the soil-nailing protection, which affects directly normal work of the soil-nailing protection structure. Starting from the interaction between the soil-nailing and the soil body, applied soil plasticity theory and slope limit equilibrium analysis method, a new method was put forward for stability analysis of the soil-nailing protection structure based on the soil-arch effect and compared with current methods in the specification. The results show that the influence of the diameter and the spacing of the soil-nailing on stability of soil-nailing protection structure is much greater than that obtained from the method in the specification.
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