| 上海天诚花苑商住楼岩土工程勘察实录 |
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| 引用本文： | 林宾,张立,殷永高.上海天诚花苑商住楼岩土工程勘察实录[J].安徽地质,1999(3). |
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| 作者姓名： | 林宾 张立 殷永高 |
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| 作者单位： | 安徽工程勘察院!安徽合肥230011(林宾，张立)，安徽省高等级公路工程指挥部!安徽合肥230022(殷永高) |
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| 摘 要： | 该工程地质条件较为复杂， 通过运用钻探、静探、原位测试及室内试验等多种手段， 对场地的工程地质条件进行评价， 进行桩基选择对比， 提供单桩允许承载力和沉降量估算并对基坑开挖与围护作了分析， 提出相应处理措施。
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| 关 键 词： | 岩土工程 勘察 桩基 承载力 沉降 上海 |
THE RECONNAISSANCE RECORDS OF GEOTECHNICAL ENGINEERING FORTHE COMMERCIAL AND HOUSING BUILDING TIANCHENG GARDEN IN SHANGHAI |
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| Lin Bin ,Zhang Li ,Yin Yonggao.THE RECONNAISSANCE RECORDS OF GEOTECHNICAL ENGINEERING FORTHE COMMERCIAL AND HOUSING BUILDING TIANCHENG GARDEN IN SHANGHAI[J].Geology of Anhui,1999(3). |
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| Authors: | Lin Bin Zhang Li Yin Yonggao |
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| Institution: | Lin Bin 1,Zhang Li 1,Yin Yonggao 2 |
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| Abstract: | The engineering geological conditions of the site of construction are complicated which are appraised by means of drilling, still exploration, in-situ measurement and test as well as indoor experiment. Pile foundation is selected through comparing. The limits to the bearing capacity and subsidence are given for a single pile. Analysis has been made on the digging and guarding of the foundation pits, with working measures being raised. |
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| Keywords: | geotechnical engineering reconnaissance pile foundation bearing capacity subsidence Shanghai |
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