| 土工格室结构层挠度计算方法研究 |
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| 引用本文： | 屈成忠,宋巍,李霞.土工格室结构层挠度计算方法研究[J].东北电力学院学报,2008,28(4). |
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| 作者姓名： | 屈成忠 宋巍 李霞 |
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| 作者单位： | 东北电力大学建筑工程学院，北京中水新华国际工程咨询有限公司 |
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| 摘 要： | 运用四种沉降计算方法,对不同类型、不同试验条件的土工格室加筋复合结构体进行了沉降计算。通过对比计算得出的P-S曲线与试验实测值,分析了造成误差的原因。最后通过计算结果对试验结果差值的标准差分析,得出关于在设计中选用沉降计算方法的一般性结论。
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| 关 键 词： | 土工格室 沉降计算方法 加固机理 |
Research on Deflection Computation Method of Geocell Structural Layer |
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| QU Cheng-zhong,SONG Wei,LI Xia.Research on Deflection Computation Method of Geocell Structural Layer[J].Journal of Northeast China Institute of Electric Power Engineering,2008,28(4). |
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| Authors: | QU Cheng-zhong SONG Wei LI Xia |
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| Abstract: | Through using four different settlement calculation methods,settlement calculations of different geo- cell reinforced mats on different test conditions have been made in this paper.The reasons of inaccuracy have been analyzed by comparing the P-S curve based on calculation result and test measured values.General con- clusions of choosing settlement calculation methods in the design are given at last through the standard devia- tion analysis of the calculation results and the test results. |
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| Keywords: | Geocell Settlement calculation methods Strengthening mechanism |
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