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高层建筑地基沉降量推算方法的探讨
引用本文:苗胜军,李军才,王克忠. 高层建筑地基沉降量推算方法的探讨[J]. 建筑结构, 2005, 35(5)
作者姓名:苗胜军  李军才  王克忠
作者单位:北京科技大学土木与环境工程学院,100083;北京科技大学土木与环境工程学院,100083;北京科技大学土木与环境工程学院,100083
摘    要:总结了高层建筑结构地基沉降预测的指数曲线三点法、Asaoka法、双曲线法和Logistic曲线法。工程实例计算和实测结果表明,双曲线法计算收敛慢,结果偏大;Asaoka法的结果与实测值接近;Logistic法能较好地反映线性加载或近线性加载的沉降时间关系;指数曲线法的计算收敛快,但计算结果偏小。

关 键 词:高层建筑  地基  沉降量  推算

Calculation Method of Settlement for High-rise Building Foundations
Miao Shengjun,Li Juncai,Wang Kezhong. Calculation Method of Settlement for High-rise Building Foundations[J]. Building Structure, 2005, 35(5)
Authors:Miao Shengjun  Li Juncai  Wang Kezhong
Abstract:The predict methods of foundation settlement of high-rise building are summarized,which are the exponent three-point method,Asaoka method,hyperbola method and Logistic method.The comparison of field test results with calculation values shows that the hyperbola method converges slowly and the results are slightly high;the simplified recursion method is used in the Asaoka method and the results accord with the test;the linear or nearly linear settlement-time relation can be reflected in the Logistic method and the exponent method converges quickly but the results are less than the test values.
Keywords:high-rise building  foundations  settlement  calculation
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