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浏览/检索结果: 共4条，第1-4条 帮助 限定条件 发表日期：2020     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Study on water and salt migration and deformation properties of unsaturated saline soil under temperature gradient 期刊论文 Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2020, 卷号: 39, 期号: 10, 页码: 2115-2130 作者:  Zhou, Fengxi;  Zhou, Lizeng;  Wang, Liye;  Li, Shuangyang 收藏  |  浏览/下载：4/0  |  提交时间：2022/02/17 Continuum mechanics  Deformation  Hydrocarbon seepage  Porosity  Porous materials  Soil conservation  Soils  Thermal gradients  Deformation Characteristics  Deformation mechanism  Deformation properties  Mathematical modeling and simulation  Migration mechanisms  Multi-field coupling  Pore-water pressures  Porosity evolutions   Study on water and salt migration and deformation properties of unsaturated saline soil under temperature gradient 期刊论文 Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2020, 卷号: 39, 期号: 10, 页码: 2115-2130 作者:  Zhou, Fengxi;  Zhou, Lizeng;  Wang, Liye;  Li, Shuangyang 收藏  |  浏览/下载：9/0  |  提交时间：2020/11/14 Continuum mechanics  Deformation  Hydrocarbon seepage  Porosity  Porous materials  Soil conservation  Soils  Thermal gradients  Deformation Characteristics  Deformation mechanism  Deformation properties  Mathematical modeling and simulation  Migration mechanisms  Multi-field coupling  Pore-water pressures  Porosity evolutions   Failure models of a loess stacked dam: a case study in the Ansai Area (China) 期刊论文 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 卷号: 79, 期号: 2, 页码: 1009-1021 作者:  Xu, Jiangbo;  Wei, Wei;  Bao, Han;  Zhang, Keke;  Lan, Hengxing 收藏  |  浏览/下载：18/0  |  提交时间：2020/05/19 Stacked dam  Infiltration  Progressive failure   Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文 APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13 作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平) 收藏  |  浏览/下载：11/0  |  提交时间：2020/04/07 Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance