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浏览/检索结果: 共76条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择提交时间升序提交时间降序发表日期升序发表日期降序题名升序题名降序作者升序作者降序 Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 期刊论文  OAI收割 APPLIED OCEAN RESEARCH, 2023, 卷号: 137, 期号: -, 页码: - 作者:  Xu, Liangjie;  Wang, Ren;  Liu, Qingbing;  Chen, Jianfeng;  Wang, Xinzhi   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Calcareous sand  Monotonic direct shear  Geotextile  geogrid-calcareous sand interface  Interface shear characteristics  Particle size distribution   Characteristics of root-permeated soil under simple-shear and direct-shear conditions 期刊论文  OAI收割 JOURNAL OF MOUNTAIN SCIENCE, 2023, 卷号: 20, 期号: 8, 页码: 2422-2435 作者:  Chen, Jing-yi;  Chen, Xiao-qing;  Song, Dong-ri;  Lv, Ming;  Guo, Han-qing   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/11/16 Simple-shear condition  Direct-shear condition  Root-permeated soil  Shear strength  Shear stiffness  Shallow landslide   Shear mechanical properties and energy evolution of rock-like samples containing multiple combinations of non-persistent joints 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 7, 页码: 1651-1670 作者:  Tai, Daping;  Qi, Shengwen;  Zheng, Bowen;  Wang, Chonglang;  Guo, Songfeng   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/12/29 Non-persistent joints  Shear behavior  Energy evolution  Particle flow code (PFC3D)   An Estimation Model of the Ultimate Shear Strength of Root-Permeated Soil, Fully Considering Interface Bonding 期刊论文  OAI收割 FORESTS, 2023, 卷号: 14, 期号: 4, 页码: 25 作者:  Ning, Po;  Xia, Xin;  Jiang, Yuanjun   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/10/09 root-permeated soil  root-soil interface bonding  shear strength of soil  mechanical model  root reinforcement   The deformation evolution law and stability evaluation of the high-filled slope in the cutting hills to backfill ditches project 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: - 作者:  Hu, Jun;  Yuan, Wei;  Fu, Xiaodong;  Zhang, Zhenping;  Zhou, Yongqiang   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 cutting hills to backfill ditches  high-filled slope  soil-rock mixture  deformation  stability  monitor   Environmental Characteristics, Mechanical and Hydraulic Behavior of Solidified Cr(VI) Contaminated Soil with Industrial Waste Residue 期刊论文  OAI收割 WATER AIR AND SOIL POLLUTION, 2023, 卷号: 234, 期号: 2 作者:  Liu, Xiaofan;  Liu, Mengyi;  Luo, Fuwu;  Lu, Haijun   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Contaminated soil  Industrial waste materials  Curing agent  Hydration products  Microstructure  Mengyi Liu contributed equally to this work and should be considered co-first author   An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles 期刊论文  OAI收割 SUSTAINABILITY, 2022, 卷号: 14, 期号: 14, 页码: 15 作者:  Zhong, Wei;  Zhang, Shuai;  He, Na   |  收藏  |  浏览/下载：14/0  |  提交时间：2022/09/30 soil arching  evolution characteristics  dynamic process  rational pile spacing  relative displacement   Temporal evolution of the hydromechanical properties of soil-root systems in a forest fire in China 期刊论文  OAI收割 SCIENCE OF THE TOTAL ENVIRONMENT, 2022, 卷号: 809, 页码: 13 作者:  Lei, Mingyu;  Cui, Yifei;  Ni, Junjun;  Zhang, Guotao;  Li, Yao   |  收藏  |  浏览/下载：68/0  |  提交时间：2022/05/16 Wildfire  Vegetation  Hydro-mechanical characteristics  Time-dependent   Temporal evolution of the hydromechanical properties of soil-root systems in a forest fire in China 期刊论文  OAI收割 SCIENCE OF THE TOTAL ENVIRONMENT, 2022, 卷号: 809, 页码: 13 作者:  Lei, Mingyu;  Cui, Yifei;  Ni, Junjun;  Zhang, Guotao;  Li, Yao   |  收藏  |  浏览/下载：22/0  |  提交时间：2022/09/21 Wildfire  Vegetation  Hydro-mechanical characteristics  Time-dependent   Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone 期刊论文  OAI收割 NATURAL HAZARDS, 2022, 页码: 25 作者:  Yan, Junbiao;  Zou, Zongxing;  Mu, Rui;  Hu, Xinli;  Zhang, Jincheng   |  收藏  |  浏览/下载：53/0  |  提交时间：2022/04/11 Landslide evolution  Slip zone soil  Repeated direct shear test  Constitutive model  Shear mechanical behavior  Large deformation