机构

• 武汉岩土力学研究所 [6]
• 成都山地灾害与环境研... [4]
• 南京土壤研究所 [2]

采集方式

• OAI收割 [10]
• iSwitch采集 [2]

内容类型

• 期刊论文 [12]

发表日期

• 2024 [1]
• 2023 [2]
• 2022 [2]
• 2021 [2]
• 2020 [1]
• 2017 [2]
• 更多

学科主题

• Chemistry [1]
• Engineerin... [1]

筛选

浏览/检索结果: 共12条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择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作者升序作者降序 The infiltration characteristics of expansive soil subjected to drying-wetting cycles under surcharge 期刊论文  OAI收割 CANADIAN GEOTECHNICAL JOURNAL, 2024, 页码: 16 作者:  Gao, Zhiao;  Kong, Lingwei;  Wang, Shuangjiao;  Wang, Gang;  Yan, Junbiao   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 drying-wetting cycle  infiltration rate  load  expansive soil  swelling and shrinkage deformation   Unleashing the potential of bio-based concrete: Investigating its long-term mechanical strength and drying shrinkage in real climatic environments 期刊论文  OAI收割 CEMENT & CONCRETE COMPOSITES, 2023, 卷号: 143, 页码: 13 作者:  Wu, Fan;  Yu, Qingliang;  Chen, Xiaoqing   |  收藏  |  浏览/下载：38/0  |  提交时间：2023/11/17 Bio-based aggregate  Bio-based concrete  Hydrophobic treatment  Drying shrinkage  Long-term performance  Durability   Semi-analytical solutions for soil consolidation induced by drying 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023, 卷号: 18, 期号: 2, 页码: 739 作者:  Gou, Lingyun;  Zhang, Chao;  Hu, Shaojie;  Chen, Renpeng;  Dong, Yi   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Adsorption  Capillarity  Drying induced consolidation  Effective stress  Soil shrinkage  Unsaturated soils   The Effect of Initial Water Content and Density on the Swelling-Shrinkage and Cracking Characteristics of Compacted Clay 期刊论文  OAI收割 SEPARATIONS, 2022, 卷号: 9, 期号: 12, 页码: - 作者:  Zhong, Yuqing;  Cai, Guanghua;  Zeng, Gang   |  收藏  |  浏览/下载：14/0  |  提交时间：2023/08/02 compacted clay  wetting-drying cycle  expansion and shrinkage law  desiccation cracking  microstructure   Effects of treated miscanthus on performance of bio-based cement mortar 期刊论文  OAI收割 JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2022, 页码: 12 作者:  Wu, Fan;  Yu, Qingliang;  Brouwers, H. J. H.   |  收藏  |  浏览/下载：37/0  |  提交时间：2022/07/29 Miscanthus  natural fibre  bio-based mortar  mechanical properties  drying shrinkage   Determination of Soil-Shrinkage Curve Using Transient Water Evaporation Method 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 卷号: 21, 期号: 5, 页码: 8 作者:  Dong, Yi;  Wang, Lun   |  收藏  |  浏览/下载：35/0  |  提交时间：2021/06/18 Unsaturated soils  Soil-shrinkage curve  Soil water retention  Transient drying  Soil water evaporation  Relative humidity  Shrinkage geometry factor   Durability of thermal insulating bio-based lightweight concrete: Understanding of heat treatment on bio-aggregates 期刊论文  OAI收割 CONSTRUCTION AND BUILDING MATERIALS, 2021, 卷号: 269, 页码: 121800 作者:  Wu, Fan;  Yu, Qingliang;  Liu, Changwu   |  收藏  |  浏览/下载：39/0  |  提交时间：2021/03/01 Bio-based lightweight concrete  Bio-aggregates  Heat treatment  Cement hydration  Thermal conductivity  Drying shrinkage  Freeze-thaw resistance   Matric Suction and Volume Characteristics of Compacted Clay Soil under Drying and Wetting Cycles 期刊论文  OAI收割 GEOTECHNICAL TESTING JOURNAL, 2020, 卷号: 43, 期号: 2, 页码: 464-479 作者:  Liu, Guanshi;  Toll, D. G.;  Kong, Lingwei;  Asquith, J. D.   |  收藏  |  浏览/下载：31/0  |  提交时间：2021/05/25 water retention curves  shrinkage  volume change  matric suction  clay  drying  wetting   Effect of drying environment on engineering properties of an expansive soil and its microstructure 期刊论文  OAI收割 Journal of Mountain Science, 2017, 卷号: 14, 期号: 6, 页码: 1194-1201 作者:  KONG Ling-wei;  WANG Min;  GUO Ai-guo;  WANG Yong   |  收藏  |  浏览/下载：23/0  |  提交时间：2017/06/21 Expansive Soils  Drying Environment  Shrinkage  Strength  Pore Size Distribution  Triaxial Test   Effect of drying environment on engineering properties of an expansive soil and its microstructure 期刊论文  OAI收割 JOURNAL OF MOUNTAIN SCIENCE, 2017, 卷号: 14, 期号: 6, 页码: 1194-1201 作者:  Guo, Ai-guo;  Kong, Ling-wei;  Wang, Min;  Wang, Yong   |  收藏  |  浏览/下载：27/0  |  提交时间：2018/06/05 Expansive soils  Drying environment  Shrinkage  Strength  Pore size distribution  Triaxial test