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上海四平大楼加层的工程地质分析
引用本文:肖鸿斌,叶为民,林宗庆.上海四平大楼加层的工程地质分析[J].探矿工程,2004,31(8):12-14.
作者姓名:肖鸿斌  叶为民  林宗庆
作者单位:上海市房屋建筑设计院上海豪斯岩土工程技术有限公司;同济大学 土木工程学院岩土工程试验中心;上海市房屋建筑设计院上海豪斯岩土工程技术有限公司
摘    要:结合上海四平大楼加层工作,根据该建筑物初建时与加层时的两次勘探资料,从工程地质角度,对加层中的砂土液化以及加层引起的建筑物附加变形问题进行了分析探讨。分析结果表明,软土地区建筑物本身荷载的长期作用,对于改善与提高地基土强度以及砂性土层的抗液化性能是非常有益的。

关 键 词:建筑物加层  工程地质  砂土液化  固结  沉降
收稿时间:2004/6/23 0:00:00
修稿时间:2004/6/23 0:00:00

Analysis on Engineering Geological Problems Related to Storey-addition of Siping-Building in Shanghai
XIAO Hong-bin,YE Wei-min and LIN Zong-qing.Analysis on Engineering Geological Problems Related to Storey-addition of Siping-Building in Shanghai[J].Exploration Engineering(Drilling & Tunneling),2004,31(8):12-14.
Authors:XIAO Hong-bin  YE Wei-min and LIN Zong-qing
Institution:Shanghai House Geotechnical Engineering limited Company;Tongji University;Shanghai House Geotechnical Engineering limited Company
Abstract:Based on the in-situ investigation results for the storey-addition of Siping-Building, the engineering geological problems relate liquefaction of sandy soils and the settlements of an existed building caused by the storey-addition activities have been discussed. Results show that the long-time load of buildings is very useful for the increasing of both the strength of sub-soils and the anti-seism ability of sandy sub-soils.
Keywords:
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