首页> 外文会议>2011 International Conference on Electric Technology and Civil Engineering >Influence of the hydration heat of cast-in-situ concrete on temperature field and stability of soil-pile in high-temperature permafrost regions
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Influence of the hydration heat of cast-in-situ concrete on temperature field and stability of soil-pile in high-temperature permafrost regions

机译:高温多年冻土区现浇混凝土水化热对温度场和土桩稳定性的影响

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High-temperature permafrost has wondrous susceptive to construction disturbance. There is observably influence by hydration heat of cast-in-situ concrete on permafrost-pile in high-temperature permafrost regions. Based on numerical simulation experiments and model tests; the influence of the hydration heat of cast-in-situ concrete on temperature field and stability of soil-pile in high-temperature permafrost regions are carried out. The value of the hydration heat of cast-in situ concrete and the regularities of distribution of temperature field and the refreezing time of the permafrost around the pile were got. A reference basis for stability and design and construction of piles in high-temperature permafrost regions can be provided.
机译:高温多年冻土对建筑扰动非常敏感。在高温多年冻土地区,现浇混凝土的水化热对多年冻土桩产生明显影响。基于数值模拟实验和模型测试;研究了高温多年冻土区现浇混凝土水化热对温度场和土桩稳定性的影响。得到了现浇混凝土的水化热值,温度场的分布规律以及桩体多年冻土的再冻时间。可以为高温多年冻土区桩的稳定性和设计施工提供参考依据。

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