机构

• 力学研究所 [11]
• 成都山地灾害与环境研... [8]
• 武汉岩土力学研究所 [8]
• 地质与地球物理研究所 [4]
• 地理科学与资源研究所 [2]
• 生态环境研究中心 [1]
• 更多

采集方式

• OAI收割 [34]

内容类型

• 期刊论文 [32]
• 会议论文 [1]
• 学位论文 [1]

发表日期

• 2024 [1]
• 2023 [3]
• 2022 [4]
• 2021 [10]
• 2020 [5]
• 2017 [1]
• 更多

学科主题

• Engineerin... [1]
• Polymer Sc... [1]
• 固体力学::岩体力学... [1]

筛选

浏览/检索结果: 共34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 Engineering Properties and Micropore Structure of Clay-Based Foamed Lightweight Soil 期刊论文  OAI收割 JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2024, 卷号: 36, 期号: 3, 页码: 14 作者:  Lu, Zheng;  Zhao, Yang;  Liu, Jie;  Yuan XZ(苑旭泽);  Yao, Hailin   |  收藏  |  浏览/下载：7/0  |  提交时间：2024/02/26 Clay-based foamed lightweight soil (CFLS)  Road widening  Physical and mechanical tests  Micropore structure tests  Dynamic properties   Influence of 2-hydroxypropyltrimethyl ammonium chloride chitosan on sedimentation and volume change behavior of cohesive soil sediments 期刊论文  OAI收割 JOURNAL OF APPLIED POLYMER SCIENCE, 2023, 卷号: 140, 期号: 2 作者:  Qiu, Yu;  Hu, Haixiang;  Lu, Zheng;  Tang, Chuxuan;  Yao, Hailin   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 2-hydroxypropyltrimethyl ammonium chloride chitosan  natural cohesive soil  particle size distribution  sedimentation behavior  X-ray diffraction  zeta potential   Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文  OAI收割 COASTAL ENGINEERING, 2023, 卷号: 179, 页码: 12 作者:  Yang LJ(杨鲤境);  Gao FP(高福平);  Li CF(李畅飞)   |  收藏  |  浏览/下载：28/0  |  提交时间：2022/12/20 Combined wave -current loading  Pore pressure  Non -cohesive seabed  Instantaneous liquefaction  Phase lag  Analytical solution   Effects of South-to-North Water Diversion Project on groundwater and land subsidence in Beijing, China 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 1, 页码: 24 作者:  Lei, Kunchao;  Ma, Fengshan;  Chen, Beibei;  Luo, Yong;  Cui, Wenjun   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/03/30 Water Diversion Project  Groundwater level  Land subsidence  Deformation characteristic  Skeletal specific storage rate   Freeze-Thaw Impact on Sandy Clay in Artificial Frozen Walls: An Investigation of Shear Strength and Pore-Size Distribution 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12 作者:  An, Ran;  Zhang, Xianwei;  Wang, Yixian;  Liu, Xinyu;  Chen, Chang   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Artificial ground freezing method  Sandy clay  Freeze-thaw  Cooling temperature  Nuclear magnetic resonance  Triaxial shear test  Pore-size distribution   Temperature and ice form effects on mechanical behaviors of ice-richmoraine soil of Tianmo valley nearby the Sichuan-Tibet Railway 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2022, 卷号: 305, 页码: 11 作者:  Li, Changdong;  Wang, Rui;  Gu, Dongming   |  收藏  |  浏览/下载：24/0  |  提交时间：2022/11/09 Moraine soil  Triaxial testing  Ice form  Thermomechanical coupling  Mechanical behavior  Sichuan -Tibet Railway   Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag 期刊论文  OAI收割 OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14 作者:  Li, Chang-Fei;  Gao, Fu-Ping;  Gao FP(高福平)   |  收藏  |  浏览/下载：17/0  |  提交时间：2022/07/18 Flume observations  Analytical solution  Wave-induced pore pressure  Amplitude attenuation  Phase lag   Characteristics of land-subsidence evolution and soil deformation before and after the Water Diversion Project in Beijing, China 期刊论文  OAI收割 HYDROGEOLOGY JOURNAL, 2022, 卷号: 30, 期号: 4, 页码: 1111-1134 作者:  Lei, Kunchao;  Ma, Fengshan;  Chen, Beibei;  Luo, Yong;  Cui, Wenjun   |  收藏  |  浏览/下载：35/0  |  提交时间：2022/07/18 Water Diversion Project  Groundwater flow  Subsidence  Deformation characteristic  China   A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文  OAI收割 OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16 作者:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)   |  收藏  |  浏览/下载：26/0  |  提交时间：2021/11/01 Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions   Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths 期刊论文  OAI收割 ACTA GEOTECHNICA, 2021, 页码: 20 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  An, Ran;  Xu, Guofang   |  收藏  |  浏览/下载：49/0  |  提交时间：2022/01/05 Anisotropy quantification  Generalized stress paths  Granite residual soil  Hollow cylinder torsional shear  Inherent anisotropy  Simple shear  Strength