海口灵山红粘土改进Duncun-Chang模型研究 |
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引用本文: | 李光范,夏小兵,杨舒.海口灵山红粘土改进Duncun-Chang模型研究[J].路基工程,2011,0(4):104-109. |
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作者姓名: | 李光范 夏小兵 杨舒 |
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作者单位: | 1.海南大学土木建筑工程学院, 海口 570228 |
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摘 要: | 以海口灵山红粘土为研究对象,通过对红粘土进行σ3定值CU与CD试验,利用获得的试验数据进行传统Duncun-Chang模型及改进Duncun-Chang模型参数的标定,并分别对两模型进行实测值与预测值的对比,结果证明,改进Duncun-Chang模型能更好地反映海口灵山红粘土的应力应变关系。
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关 键 词: | 红粘土 改进Duncun-Chang模型 Duncun-Chang模型 应力应变关系 |
收稿时间: | 2019-11-11 |
Study on Improved Duncun-Chang Model for Haikou Lingshan Red Clay |
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Authors: | LI Guang-fan XIA Xiao-bing YANG Shu |
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Institution: | LI Guang-fan1,XIA Xiao-bing2,YANG Shu1(1.School of Civil and Architectural Engineering,Hainan University,Haikou 570228,China,2.Hainan Provincial Architectural Design Institute,Haikou 571100,China) |
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Abstract: | Taking Haikou Lingshan red clay for the subject,through CU and CD test of fixed value,the parameters of traditional Duncun-Chang model and improved Duncun-Chang model are separately calibrated using the obtained test data,and the measured value and predicted value from these two models are compared.The results show that improved Duncun-Chang model can better reflect the stress-strain relation of Haikou Lingshan red clay. |
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Keywords: | red clay improved Duncun-Chang model Duncun-Chang model stress-strain relation |
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