Theoretical calculation and analysis of large deep foundation supporting structure
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    Abstract:

    A collapse accident occurred in large deep foundation pit of X power plant circulating water pump house in V country.To find the reasons,we use the calculation method of “equivalent beam” and“m” to calculate the force state of the supporting structure.The calculation principle of the two methods is described. Based on this project,we carry out the calculation.The results show that the maximum stresses of the supporting piles are more than the allowable stresses of the steels,which is the inevitable reason of the collapse accident.

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唐蔚东,吴姚平.大型深基坑支护结构的理论计算与分析[J].水运工程,2016,(5):141-145

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  • Online: May 16,2016
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