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浏览/检索结果: 共77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 Evaluation of Hydraulic Conductivity Estimates from Various Approaches with Groundwater Flow Models 期刊论文  OAI收割 GROUNDWATER, 2023, 页码: 21 作者:  Sun, Dongwei;  Luo, Ning;  Vandenhoff, Aaron;  Mccall, Wesley;  Zhao, Zhanfeng   |  收藏  |  浏览/下载：10/0  |  提交时间：2023/10/16 Direct evidence and mechanism for biocrusts-induced improvements in pore structure of dryland soil and the hydrological implications 期刊论文  OAI收割 JOURNAL OF HYDROLOGY, 2023, 卷号: 623, 页码: 16 作者:  Sun, Fuhai;  Xiao, Bo;  Li, Shenglong;  Yu, Xingxing;  Kidron, Giora J.   |  收藏  |  浏览/下载：12/0  |  提交时间：2023/10/09 Biological soil crust  Porosity  Soil pore characteristics  Soil structure  Pore network model  Chinese Loess Plateau   Resolution-Dependent Multifractal Characteristics of Flow in Digital Rock Twin Simulated Using the Lattice Boltzmann Method 期刊论文  OAI收割 GEOFLUIDS, 2023, 卷号: 2023, 页码: 19 作者:  Tang, Han;  Dong, Yanhui;  Wang, Xu-Sheng;  Wan, Li;  Jiang, Xiao-Wei   |  收藏  |  浏览/下载：1/0  |  提交时间：2024/01/02 Three-Dimensional Steady-State Hydraulic Tomography Analysis With Integration of Cross-Hole Flowmeter Data at a Highly Heterogeneous Site 期刊论文  OAI收割 WATER RESOURCES RESEARCH, 2023, 卷号: 59, 期号: 6, 页码: 24 作者:  Luo, Ning;  Zhao, Zhanfeng;  Illman, Walter A.;  Zha, Yuanyuan;  Mok, Chin Man W.   |  收藏  |  浏览/下载：13/0  |  提交时间：2023/10/09 hydraulic conductivity  subsurface heterogeneity  steady-state hydraulic tomography  cross-hole flowmeter survey  geostatistical interpretation  model calibration and validation   Determination of rock mass integrity coefficient using a non-invasive geophysical approach 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 6, 页码: 1426-1440 作者:  Hasan, Muhammad;  Shang, Yanjun;  Yi, Xuetao;  Shao, Peng;  He, Meng   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/12/29 Geotechnical engineering  Rock mass integrity coefficient  Rock mechanical parameters  Geophysical parameters  Electrical resistivity tomography (ERT)  Induced polarization (IP)   Fracturing Around Dry/Wet Boundary in Tight Sandstones Monitored by Micro-seismicity in Laboratory 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 5, 页码: 3693 作者:  Li, Xiaying;  Lei, Xinglin;  Shen, Haimeng;  Li, Qi   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 Partly saturation  Pore pressure  Fracture network  Tight sandstone  Acoustic emission   Investigating the groundwater resources of weathered bedrock using an integrated geophysical approach 期刊论文  OAI收割 ENVIRONMENTAL EARTH SCIENCES, 2023, 卷号: 82, 期号: 9, 页码: 23 作者:  Hasan, Muhammad;  Shang, Yanjun   |  收藏  |  浏览/下载：3/0  |  提交时间：2023/12/29 Electrical resistivity tomography (ERT)  Weathered rock  Fractures  Self-potential  Magnetic method  Induced polarization   Laboratory hydraulic fracturing in layered tight sandstones using acoustic emission monitoring 期刊论文  OAI收割 GEOENERGY SCIENCE AND ENGINEERING, 2023, 卷号: 223, 期号: -, 页码: - 作者:  Li, Xiaying;  Lei, Xinglin;  Li, Qi   |  收藏  |  浏览/下载：3/0  |  提交时间：2023/08/02 Hydraulic fracturing  Bedding anisotropy  Water infiltration  Tight sandstone  Microcrack network  Induced seismicity   Geostatistical analysis of high-resolution hydraulic conductivity estimates from the hydraulic profiling tool and integration with hydraulic tomography at a highly heterogeneous field site 期刊论文  OAI收割 JOURNAL OF HYDROLOGY, 2023, 卷号: 617 作者:  Zhao, Zhanfeng;  Luo, Ning;  Illman, Walter A.   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/03/03 Subsurface heterogeneity  Hydraulic profiling tool  Geostatistical analysis  Hydraulic tomography  Hydraulic conductivity  High resolution characterization   Investigation of Multiscale Failure Mechanism of Red Bed Soft Rock using Grain-Based Finite-Discrete Element Method Combined with X-Ray Micro-computerized Tomography 期刊论文  OAI收割 KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 页码: 18 作者:  Liu, Chi;  Liu, Xiaoli;  Wu, Chunlu;  Wang, Enzhi;  Wang, Sijing   |  收藏  |  浏览/下载：13/0  |  提交时间：2023/03/30 Red bed soft rock  Micro-CT  SEM  GB-FDEM  Multi-scale failure mechanism