| 土工格室的渐近均匀化分析 |
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| 引用本文： | 杨慧,马石城.土工格室的渐近均匀化分析[J].湖南文理学院学报(自然科学版),2011,23(1):87-89. |
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| 作者姓名： | 杨慧 马石城 |
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| 作者单位： | 湘潭大学土木工程与力学学院,湖南湘潭,411105 |
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| 摘 要： | 在线弹性范围内,根据均匀化理论,结合有限元方法预测了土工格室加筋层等效弹性模量.通过将不同的方法计算出的弹件模量与复合地基试验资料对比,证实了采用均匀化理论分析土工格室的弹性模量是可行的.
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| 关 键 词： | 土工格室 渐近均匀化 弹性模量 沉降量 |
Homogenization analysis of geocell |
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| YANG Hui,MA Shi-cheng.Homogenization analysis of geocell[J].Journal of Hunan University of Arts and Science:Natural Science Edition,2011,23(1):87-89. |
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| Authors: | YANG Hui MA Shi-cheng |
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| Affiliation: | YANG Hui,MA Shi-cheng(Civil Engineering and Mechanics College,Xiangtan University,Xiangtan 411105,China) |
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| Abstract: | In the range of Linear elastic range,based on homogenization theory and finite element method,geocell equivalent elastic modulus reinforced layer was predicted.By different methods to calculate the elastic modulus compared with the experimental data of composite foundation,the theory of uniform geocell elastic modulus was comfirmed to be feasible. |
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| Keywords: | geocell asymptotic homogenization theory modulus of elasticity settlement |
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