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Application of Unsaturated Constitutive Model to Estimation of Land Subsidence

机译:非饱和本构模型在土地沉降估算中的应用

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摘要

Drawdown of groundwater table causes change of net mean stress and matric suction in unsaturated soil and then induces volume change of the soil mass.Based on test results,using the Fredlund constitutive model and effective stress theory, subsidence of unsaturated soil zone and saturated zero are estimated respectively for different drawdown depth.Computed results indicated that in total amount of subsidence.The portion of subsidence of unsaturated soil zone cannot be overlooked.The contributions of unsaturated soil zone to total subsidence increased as drawdown depth increases.
机译:地下水位的下降会引起非饱和土壤的净平均应力和基质吸力的变化,进而引起土壤质量的体积变化。基于试验结果,使用Fredlund本构模型和有效应力理论,非饱和土壤带的沉降和饱和零为计算结果表明,在沉降总量中,不容忽视的非饱和土带下沉部分不容忽视,随着沉降深度的增加,非饱和土带对总沉陷的贡献也随之增加。

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