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浏览/检索结果: 共333条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择作者升序作者降序发表日期升序发表日期降序题名升序题名降序提交时间升序提交时间降序 Cone impact penetration in sand: from high-rate granular mechanics to rapid inversion of shear-strength parameters 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2025, 卷号: 188, 页码: 15 作者:  Ying LP(应黎坪);  Li YQ(李玉琼);  Li N(李娜);  Lv ZY(吕志远);  Liu QH(刘晴昊)   |  收藏  |  浏览/下载：24/0  |  提交时间：2025/09/29 Soil  Impact penetration test  Penetration resistance  Discrete element modeling  Shear strength parameters   Sustainable fill solutions: recycling EPS waste in shredded EPS-clayed soil composites for improved mechanical and compaction behaviour 期刊论文  OAI收割 TRANSPORTATION GEOTECHNICS, 2025, 卷号: 54, 页码: 101614 作者:  Haseeb, Muhammad;  Maqsood, Zain;  Baqir, Muhammad;  Sarwar, Sofia;  Alshameri, Badee   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/08/21 Shredded EPS  Clayey soils  Plasticity  Compaction  Shear behavior  Unconfined compressive strength   Effects of Flooding Duration on Plant Root Traits and Soil Erosion Resistance in Water-Level Fluctuation Zones: A Case Study from the Three Gorges Reservoir, China 期刊论文  OAI收割 WATER, 2025, 卷号: 17, 期号: 17, 页码: 16 作者:  Ju, Zhen;  Fang, Ke;  Wang, Yuqi;  Hu, Bijie;  Long, Yi   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/11/06 soil erodibility  shear strength  root characteristics  flooding duration  water-level fluctuation zone  the Three Gorges Reservoir  bank stabilization   Shear properties of unsaturated red mudstone fill material over a wide range of suction 期刊论文  OAI收割 CONSTRUCTION AND BUILDING MATERIALS, 2025, 卷号: 474, 页码: 11 作者:  Ma, Jie;  Liu, Xianfeng;  Yuan, Shengyang;  Xu, Jiahang;  Hu, Ren   |  收藏  |  浏览/下载：26/0  |  提交时间：2025/06/27 Red mudstone fill material  Unsaturated soil  Shear strength  Microstructure  Strength prediction   A Comparative Analysis of In Situ Testing Methods for Clay Strength Evaluation Using the Coupled Eulerian-Lagrangian Method 期刊论文  OAI收割 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2025, 卷号: 13, 期号: 5, 页码: 22 作者:  Wang, Hebo;  Wang, Yifa;  Li, Biao;  Qi, Wengang;  Wang, Ning   |  收藏  |  浏览/下载：84/0  |  提交时间：2025/07/22 clay  undrained shear strength  strain softening  strain rate  CEL method   Advancing the Understanding of Infilled Joint Shear Behavior: A Review of Modeling, Measurement, and Influential Factors 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2025, 页码: 31 作者:  Song, Leibo;  Bai, Zhiyong;  Jiang, Quan;  Zhu, Binghe;  Wang, Gang   |  收藏  |  浏览/下载：33/0  |  提交时间：2025/06/27 Infilled joints  Shear behavior  Strength models  Rock mechanics  Advanced technologies   A Comparative Analysis of In Situ Testing Methods for Clay Strength Evaluation Using the Coupled Eulerian–Lagrangian Method 期刊论文  OAI收割 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2025, 卷号: 13, 期号: 5 作者:  Wang HB(王和博);  Wang YF;  Li B(李彪);  Qi WG(漆文刚);  Wang N(汪宁)   |  收藏  |  浏览/下载：24/0  |  提交时间：2025/07/21 clay  undrained shear strength  strain softening  strain rate  CEL method   Multi-source data-driven conjugate Bayesian inference of the distributions of soil shear strength parameter moments 期刊论文  OAI收割 PROBABILISTIC ENGINEERING MECHANICS, 2025, 卷号: 80, 页码: 24 作者:  Liu, Yibiao;  Ren, Weizhong   |  收藏  |  浏览/下载：20/0  |  提交时间：2025/06/27 Data-driven  Bayesian inference  Shear strength parameters  Statistics   A strength-based clogging risk assessment strategy for mechanized tunneling 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2025, 卷号: 84, 期号: 4, 页码: 18 作者:  Zhu, Hanbiao;  Wang, Shuying;  Liu, Pengfei;  Feng, Huanhuan;  Qu, Tongming   |  收藏  |  浏览/下载：25/0  |  提交时间：2025/06/27 EPB shield tunnel  Soil clogging  Tangential Adhesion strength  Shear strength  Dispersant  Strength-based clogging risk assessment   SPECIES-SPECIFIC CONTRIBUTIONS OF ROOT LENGTH AND WEIGHT DENSITY TO SOIL COHESION AND STABILITY IN FOREST ECOSYSTEMS 期刊论文  OAI收割 APPLIED ECOLOGY AND ENVIRONMENTAL RESEARCH, 2025, 卷号: 23, 期号: 1, 页码: 1687-1702 作者:  Zhou, M. X.;  Li, Y. B.;  Zhang, K.;  Jia, C.;  Sun, Y.   |  收藏  |  浏览/下载：44/0  |  提交时间：2025/03/18 root morphological traits  root-soil complex  hillside erosion  shear strength