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Computational simulation for the interaction of pile and soil nail in foundation

机译:桩土钉共同作用的计算模拟。

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With the development of high building, subway engineering, municipal engineering and underground engineering, the number of deep foundation increases greatly. The failure of the foundation will cause many environment geotechnical problems and accidences, which will threaten the safety of engineering and cause some loss of people's life and economy. The pre-stress nail-pile structure is widely applied in deep foundation, for its low cost, construction convenience. The numerical simulation techniques are adopted to study the foundation effect with reinforcement of pile-nail, interaction of between pile-nail and soil, the effect of pile-nail to the stability of foundation, numerical calculation method for the stability of foundation, and the interaction between pile and nail. Results can give some guidance for the real practices.
机译:随着高建筑,地铁工程,市政工程和地下工程的发展,深基础的数量大大增加。基金会的失败将导致许多环境岩土问题问题和意外,这将威胁到工程的安全,并导致人民生命和经济失去。预应力钉桩结构广泛应用于深基础,成本低,施工方便。采用数值模拟技术研究了桩钉加固的基础效果,桩钉与土壤之间的相互作用,桩钉与基础稳定性的效果,基础稳定性的数值计算方法,以及桩和钉子之间的相互作用。结果可以为实际做法提供一些指导。

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