摘要
为更加准确地评价紧邻基坑高层建筑物的安全状况,综合考虑了建筑物稳定性、基坑与建筑之间土体扰动程度和建筑物地基抗扰动能力三方面因素,采用相关系数法选取14个评价指标,构建建筑物安全评价模型。并通过变异系数法和AHP确定各评价指标融合权重,最后采用理想点法对某紧邻基坑的高层建筑物进行安全评价。结果表明,该模型可以有效判断邻近深基坑高层建筑物的安全等级,其评判结果与工程实际相符。
To gain an accurate and proper safety assessment for high-rise adjacent to foundation pit , three aspects of factors including the stability of building , the disturbance of soil between the foundation pit and building , and the disturbance resistance capability of the building were thoroughly studied .14 evaluating indexes derived by the correlation coefficients method were used to build a building safety evaluation model .The coefficient of variation method and the analytical hierarchy process were used to decide the weights of indexes .The ideal point method was then used in safety assessment of certain high-rise adjacent to deep foundation pit .The results showed that the mod-el can effectively judge the safety level of high-rise adjacent to deep foundation pit , and the result is consistent with the actual situation .
出处
《中国安全生产科学技术》
CAS
CSCD
2014年第8期162-168,共7页
Journal of Safety Science and Technology
关键词
深基坑
高层建筑
安全评价
融合权重
理想点法
deep foundation
high-rise
safety assessment
integrated weights
ideal point method
