| 上海市内环线高架道路Ⅰ,Ⅱ标段工程勘察 |
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| 作者姓名： | 朱滋清 王翔 |
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| 作者单位： | 上海岩土工程勘察设计研究院
(朱滋清)，上海岩土工程勘察设计研究院(王翔) |
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| 摘 要： | 内环线Ⅰ、Ⅱ标段工程勘察中将13余km长变化较复杂的地层,划分为8个类型,分别选用了适宜的桩基持力层及桩端埋深,单桩承载力及桩基沉降量均满足设计要求。
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| 关 键 词： | 桩基持力层 承载力 软弱下卧层 沉降 |
The Engineering Investigation of I and II Sites of Shanghai Inner circle Way Viaduct |
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| Authors: | Zhu Ziqing Wang Xiang |
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| Abstract: | there are 13km long in the I and II sites of Shanghai Inner Circle Way Viaduct. The strata which changing complicatedly are divided into 8 types. Pile foundation bearing layers and depths of pile end have been selected and used. Single pile bearing capacities and pile foundation settlement all can meet design demands. |
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| Keywords: | pile foundation bearing layer bearing capacity weak underlying layer settlement |
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