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浏览/检索结果: 共115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提交时间升序提交时间降序作者升序作者降序发表日期升序发表日期降序 Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression 期刊论文  OAI收割 KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3255 作者:  Gao, Zhiao;  Kong, Lingwei;  Zhou, Zhenhua;  Wang, Shuangjiao   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Fissures  Uniaxial compression  Stress-strain-resistivity curves  Digital image correlation (DIC)  Damage model   Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading 期刊论文  OAI收割 TRANSPORTATION GEOTECHNICS, 2023, 卷号: 41, 期号: -, 页码: - 作者:  Shu, Rongjun;  Kong, Lingwei;  Li, Tianguo;  Jian, Tao;  Zhou, Zhenhua   |  收藏  |  浏览/下载：15/0  |  提交时间：2023/08/02 Granite residual soil  Accumulated plastic deformation  Initial shearing  Unloading  Stress path  Cyclic loading   Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression 期刊论文  OAI收割 KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 页码: 15 作者:  Gao, Zhiao;  Kong, Lingwei;  Zhou, Zhenhua;  Wang, Shuangjiao   |  收藏  |  浏览/下载：20/0  |  提交时间：2024/01/02 Fissures  Uniaxial compression  Stress-strain-resistivity curves  Digital image correlation (DIC)  Damage model   Nonlinear decay behavior of small strain dynamic shear modulus of lime-treated expansive soil 期刊论文  OAI收割 JOURNAL OF SOILS AND SEDIMENTS, 2023 作者:  Yan, Junbiao;  Li, Tianguo;  Kong, Lingwei;  Luo, Xiaoqian;  Zhou, Zhenhua   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Expansive soil  Lime treatment  Small strain dynamic shear modulus  Resonance column test  Soil dynamics   Damage analysis of shear mechanical behavior of pile-structural soil interface considering shear rate effect 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023 作者:  Yan, Junbiao;  Kong, Lingwei;  Xiong, Chunfa   |  收藏  |  浏览/下载：31/0  |  提交时间：2023/08/02 Damage constitutive model  Large deformation  Pile-structural soil interface  Ring shear test  Shear rate effect  Shear strength   Influence of Intermediate Principal Stress on Shear Strength of Natural Granite Residual Soil 期刊论文  OAI收割 JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 卷号: 149, 期号: 5 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Chen, Cheng;  Yin, Song   |  收藏  |  浏览/下载：19/0  |  提交时间：2023/08/02 Granite residual soil  Intermediate principal stress factor  Strength anisotropy  Hollow-cylinder torsional shear  Undrained shear strength  Mobilized frictional angle   Study on the Micro-Mechanical Mechanism of Fine-Grained Marine Sediments Subjected to Shallow Gas Invasion 期刊论文  OAI收割 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2023, 卷号: 11, 期号: 4, 页码: - 作者:  Wang, Yehuan;  Wang, Yong;  Wang, Yanli;  Chen, Cheng;  Kong, Lingwei   |  收藏  |  浏览/下载：23/0  |  提交时间：2023/08/02 fine-grained marine sediment  shallow gas  invasion mode  micro-mechanical mechanism   Evolution law of small strain shear modulus of expansive soil: From a damage perspective 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2023, 卷号: 315 作者:  Yan, Junbiao;  Kong, Lingwei;  Wang, Juntao   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 Expansive soil  Small strain shear modulus  Damage model  Resonance column test  Soil dynamics   Experimental investigation of noncoaxial behavior of natural granite residual soil 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023, 卷号: 18, 期号: 3, 页码: 1289 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Zhang, Shixing;  Wang, Gang   |  收藏  |  浏览/下载：20/0  |  提交时间：2023/08/02 Cementation  Granite residual soil  Hollow-cylinder torsional shear test  Inherent anisotropy  Noncoaxial behavior  Shear strength   Accumulated plastic strain behavior of granite residual soil under traffic loading 期刊论文  OAI收割 SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 164, 期号: -, 页码: - 作者:  Yin, Song;  Liu, Pengfei;  Kong, Lingwei;  Zhang, Xianwei;  Qi, Yujie   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Accumulated plastic strain  Hollow cylinder apparatus  Stress path  Accumulated plastic strain model  Principal stress rotation  Water softening characteristics