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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 Study on two-dimensional electroosmotic consolidation of punctiform electrode units with symmetric and asymmetric forms 期刊论文 Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2021, 卷号: 40, 期号: 7, 页码: 1491-1503 作者:  Yang, Xiaoyu;  Dong, Jianhua;  Liu, Guosheng;  Xie, Yongbin 收藏  |  浏览/下载：3/0  |  提交时间：2022/02/17 Electric potential  Electroosmosis  Galerkin methods  Information dissemination  Pore pressure  Pressure distribution  Water  Electric potential fields  Electrode arrangement  Electroosmotic consolidation  Excess pore water pressure  Experimental verification  Negative exponential  Pore-water pressures  Two-dimensional effects   Study on Electroosmosis Consolidation of Punctiform Electrode Unit 期刊论文 Advances in Materials Science and Engineering, 2021, 卷号: 2021 作者:  Yang, Xiaoyu;  Xie, Yongbin;  Dong, Jianhua;  Liu, Guosheng;  Zheng, Yalin 收藏  |  浏览/下载：3/0  |  提交时间：2021/06/03 Anodes  Electric fields  Electric potential  Galerkin methods  Pore pressure  Pressure distribution  Pressure effects  Water  Degree of consolidations  Electric potential fields  Electroosmotic consolidation  Excess pore water pressure  Potential distributions  Potential field distributions  Two-dimensional effects  Uniform electric fields   Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads 期刊论文 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2019, 卷号: 7, 期号: 9, 页码: 21 作者:  Li H;  Chen XG;  Hu C(胡存);  Wang SQ;  Liu JZ 收藏  |  浏览/下载：58/0  |  提交时间：2019/11/25 soft clay  cyclic loads  residual pore pressure  suction anchor   A study into the behaviour of the formation level of an excavation under different unloading patterns in soft deposits 期刊论文 ARABIAN JOURNAL OF GEOSCIENCES, 2017, 卷号: 10 作者:  Li, Yuqi[1];  Chen, Xiaohui[2];  Divall, Sam[3];  Zhang, Xiaodi[4] 收藏  |  浏览/下载：4/0  |  提交时间：2019/04/24 Excavation pattern  Finite element method (FEM)  Negative excess pore-water pressure  Ground water potential