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Elastoplastic damage seepage-consolidation coupled model of unsaturated undisturbed loess and its application

机译:弹塑性损伤渗漏 - 固结耦合模型的不饱和未受干扰黄土及其应用

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The structural characteristic of unsaturated undisturbed loess has a significant impact on its mechanical properties. In this paper, based on the Barcelona basic model of unsaturated soil, an elastoplastic damage model (EDM) of unsaturated undisturbed loess has been developed, which considers the mesostructure evolutions in the loading and collapsing processes. By embedding the new EDM to the seepage-consolidation theory of unsaturated soil and combining it with the water-air migration laws of unsaturated loess, an elastoplastic damage seepage-consolidation coupled model (EDSCM) for the collapsible loess has been developed, which includes the effect of loess structure. Based on the new EDSCM, a new finite element program termed as unsaturated loess elastoplastic damage seepage-consolidation (ULEDSC) has been compiled. The developed program reflects the unique mechanical response of collapsible deformation of loess foundation during the water infiltrating process. Using the ULEDSC, the large-scale field-soaking test has been simulated for two periods, i.e., a 151-day period of wetting and a 251-day period of drying. The numerical results show that the propagation of wetting front is identical to a pumpkin-shaped zone. Due to the self-weight of collapsible loess and water, slow water filtration resulted in loess collapses and vertical displacement. The vertical displacement during the subsequent drying stage is mainly caused by the loess collapse and consolidation settlements of the shallow soil layer below the bottom of the test pit. The numerically simulated results from ULEDSC are in accordance with the field monitoring data, which also show the multi-field coupling response in the self-weight collapsible loess foundation during the initial wetting and subsequent drying periods. The new models and the finite element program could provide some scientific references for solving the engineering problems of self-weight collapsible loess in Midwestern China.
机译:不饱和未受干扰黄土的结构特征对其机械性能产生重大影响。本文基于不饱和土的巴塞罗那基本模型,已经开发了不饱和未受干扰黄土的弹性塑性损伤模型(EDM),其考虑了载荷和塌陷过程中的思科演进。通过将新的EDM嵌入不饱和土壤的渗流 - 整合理论,并将其与不饱和黄土的水空气迁移法组合,开发了可折叠黄土的弹性损伤渗透耦合模型(EDSCM),其中包括黄土结构的影响。基于新的EDSCM,已编制了一种作为不饱和黄土弹性损伤的新的有限元程序,被编制了渗漏 - 整合(Uledsc)。开发的计划反映了在水渗透过程中黄土基础可折叠变形的独特机械响应。使用ULEDSC,已经模拟了大规模的场浸渍试验两个时段,即润湿的151天,干燥的251天。数值结果表明,润湿前沿的传播与南瓜形区相同。由于可折叠黄土和水的自重,缓慢的水过滤导致黄土折叠和垂直位移。随后的干燥阶段的垂直位移主要由黄土塌陷和在试验坑底部下方的浅层土层的固结沉降引起。 ULYSC的数值模拟结果符合现场监测数据,该数据还示出了在初始润湿和随后的干燥周期期间自重可折叠黄土基础中的多场耦合响应。新模型和有限元计划可以提供一些科学参考,用于解决中国中西部自我重量折叠黄土的工程问题。

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