| 高层建筑箱形基础下卵石地基反力及其分布规律的分析 |
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| 引用本文： | 张国军 彭修宁. 高层建筑箱形基础下卵石地基反力及其分布规律的分析[J]. 塔里木大学学报, 1999, 11(1): 24-27 |
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| 作者姓名： | 张国军 彭修宁 |
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| 作者单位： | 塔里木农垦大学农工学院!新疆阿拉尔843300(张国军)，南宁市规划院!南宁530012(彭修宁) |
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| 摘 要： | 弹性地基上箱形基础基底反力的计算是一个没有很好解决的问题，按各种方法计算得出的结果相差很大，并且与实际情况不甚符合。本文通过对新疆乌鲁木齐市工商银行办公大楼（主体十四层）箱形基础下卵五地基反力的实测分析，提出了一些对工程设计具有一定参考价值的建议。
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| 关 键 词： | 基底反力 箱形基础 |
Analysis of Reacting Force and Distribution Law of the Cobble Foundation Under the Box Base of Tall Building |
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| Zhang Guojun, Peng Xiuning. Analysis of Reacting Force and Distribution Law of the Cobble Foundation Under the Box Base of Tall Building[J]. Journal of tarim University, 1999, 11(1): 24-27 |
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| Authors: | Zhang Guojun Peng Xiuning |
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| Abstract: | The calcultion of the reating force of the box base foundation on a elastic basis is a problem which has not been well solved.The solutions calculated by various calculating methods are different very much and it is not suitable for the real conditions This paper analysed the reacting force of the cobble foundation under box base of the office building of the Bank of lndustry and Commerc in Urunqi City (14 storeys in its body and put forward some suggestions which have certain referential evaluation for engineering and designing. |
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| Keywords: | Reacting force of the foundation Box base |
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