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浏览/检索结果: 共5条，第1-5条 帮助 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 Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions 期刊论文 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 卷号: 18, 页码: UNSP 04017144 作者:  Wang, Lei[1];  Sun, De'an[2];  Qin, Aifang[3] 收藏  |  浏览/下载：3/0  |  提交时间：2019/04/22 Semi-analytical solution  Unsaturated soil  One-dimensional consolidation  Impeded drainage   General semi-analytical solutions to one-dimensional consolidation for unsaturated soils 期刊论文 APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2017, 卷号: 38, 页码: 831-850 作者:  Wang, Lei[1];  Sun, De'an[2];  Qin, Aifang[3] 收藏  |  浏览/下载：3/0  |  提交时间：2019/04/24 semi-analytical solution  unsaturated soil  one-dimensional consolidation  homogeneous boundary condition  time-dependent loading   Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils 期刊论文 COMPUTERS AND GEOTECHNICS, 2014, 卷号: 62, 页码: 110-117 作者:  Qin, Aifang[1];  Sun, De'an[2];  Zhang, Jiulong[3] 收藏  |  浏览/下载：3/0  |  提交时间：2019/04/30 Unsaturated soil  Viscoelastic body  Consolidation  Semi-analytical solution  Excess pore-air pressure  Excess pore-water pressure   Analytical solution to one-dimensional consolidation in unsaturated soils under loading varying exponentially with time 期刊论文 COMPUTERS AND GEOTECHNICS, 2010, 卷号: 37, 页码: 233-238 作者:  Qin, Aifang[1];  Sun, De'an[2];  Tan, Yongwei[3] 收藏  |  浏览/下载：2/0  |  提交时间：2019/04/30 Unsaturated soil  One-dimensional consolidation  Analytical solution  Settlement  Excess pore-air pressure  Excess pore-water pressure   A semi-analytical solution to consolidation of unsaturated soils with the free drainage well 期刊论文 COMPUTERS AND GEOTECHNICS, 2010, 卷号: 37, 页码: 867-875 作者:  Qin, Aifang[1];  Sun, De'an[2];  Yang, Liuping[3];  Weng, Yufei[4] 收藏  |  浏览/下载：4/0  |  提交时间：2019/04/30 Unsaturated soil  Semi-analytical solution  Free drainage well  Excess pore-air pressure  Excess pore-water pressure