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武汉岩土力学研究所 [6]

清华大学 [3]

兰州理工大学 [2]

北京航空航天大学 [2]

寒区旱区环境与工程研... [2]

上海大学 [2]

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	An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable 期刊论文 SOIL MECHANICS AND FOUNDATION ENGINEERING, 2022, 卷号: 59, 期号: 1, 页码: 23-31 作者: Zhou, Fengxi; Shao, Yanping; Ahmed, Musa Abdallah Ibrahim 收藏 \| 浏览/下载：25/0 \| 提交时间：2022/06/21 CamsConstitutive modelsCritical current density (superconductivity)Orthogonal functionsShear stressSoilsTexturesUnsaturated polymers Critical state linesEffective stressElastoplastic constitutive modelIntergranularMatric suctionsModified cam clay modelsModified Cam-clay modelStress variablesSuction stressUnsaturated soil
	Interpretation of cone penetration test in clay with smoothed particle finite element method 期刊论文 ACTA GEOTECHNICA, 2021, 期号: -, 页码: 15 作者: Zhang, Wei; Zou, Jia-qiang; Zhang, Xian-wei; Yuan, Wei-hai; Wu, Wei 收藏 \| 浏览/下载：52/0 \| 提交时间：2021/08/11 Cone penetration test Cone factor Large deformation Modified Cam-Clay Numerical modeling Smoothed particle finite element method
	Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part II: Constitutive model and simulation 期刊论文 SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 卷号: 129, 页码: 10 作者: Chen, Cheng; Xua, Guofang; Zhou, Zhengming; Kong, Lingwei; Zhang, Xianwei 收藏 \| 浏览/下载：16/0 \| 提交时间：2021/05/25 Peaty organic soil Long-term cyclic loading Constitutive model Empirical equation Simulation
	Mechanism analysis of structured loess fracturing grouting 期刊论文 Gongcheng Lixue/Engineering Mechanics, 2019, 卷号: 36, 期号: 3, 页码: 169-181 作者: Zhou, Ming-Ru; Lu, Guo-Wen; Wang, Teng; Wang, Jin-Wei 收藏 \| 浏览/下载：18/0 \| 提交时间：2020/11/14 Cams Concrete construction Deformation Expansion Grading Grouting Mortar Reliability analysis Reliability theory Sediments Soil mechanics Soils Cavity expansion theory Fracturing grouting Large deformation theories Modified Cam-clay model Rock and soil mechanics
	Mechanism analysis of structured loess fracturing grouting [结构性黄土劈裂注浆力学机理分析] 期刊论文 Gongcheng Lixue/Engineering Mechanics, 2019, 卷号: 36, 页码: 169-181 作者: Zhou, M.-R.; Lu, G.-W.; Wang, T.; Wang, J.-W. 收藏 \| 浏览/下载：119/0 \| 提交时间：2019/12/02 Cams Concrete construction Deformation Expansion Grading Grouting Mortar Reliability analysis Reliability theory Sediments Soil mechanics Soils, Cavity expansion theory Fracturing grouting Large deformation theories Modified Cam-clay model Rock and soil mechanics, Fracture
	Chemo-mechanical coupling constitutive model for chalk considering chalk-fluid physicochemical interaction 期刊论文 GEOTECHNIQUE, 2019, 卷号: 69, 期号: 4, 页码: 308-319 作者: Ma, T.; Wei, C.; Chen, P.; Li, W. 收藏 \| 浏览/下载：25/0 \| 提交时间：2020/04/08 chalk chemical properties constitutive relations partial saturation
	Numerical simulation of mechanical compaction of deepwater shallow sediments 期刊论文 JOURNAL OF OCEAN UNIVERSITY OF CHINA, 2018, 卷号: 17, 期号: 1, 页码: 53-64 作者: Sun, Jin; Deng, Jingen; Lin, Hai; Zhang, Hanyu; Wang, Jiliang 收藏 \| 浏览/下载：52/0 \| 提交时间：2018/01/17 Mechanical Compaction Deepwater Shallow Sediments Compaction Law Shallow Water Flow Overpressure Evolution
	A strength criterion for frozen sodium sulfate saline soil 期刊论文 CANADIAN GEOTECHNICAL JOURNAL, 2016, 卷号: 53, 期号: 7, 页码: 1176-1185 作者: Liao, Mengke; Lai, Yuanming; Wang, Chong 收藏 \| 浏览/下载：56/0 \| 提交时间：2019/10/09 sodium sulfate frozen saline soil strength criterion freezing temperature deviatoric plane
	A constitutive model of frozen saline sandy soil based on energy dissipation theory 期刊论文 INTERNATIONAL JOURNAL OF PLASTICITY, 2016, 卷号: 78, 页码: 84-113 作者: Lai, Yuanming; Liao, Mengke; Hu, Kai 收藏 \| 浏览/下载：115/0 \| 提交时间：2019/10/09 Anisotropy Mechanical properties Plastic deformation Thermomechanical Frozen saline soil
	Analysis of Undrained Cylindrical Cavity Expansion Considering Three-Dimensional Strength of Soils 期刊论文 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016, 卷号: 16 作者: Li, Jingpei[1]; Li, Lin[2]; Sun, De'an[3]; Rao, Pingping[4] 收藏 \| 浏览/下载：2/0 \| 提交时间：2019/04/26 Spatially mobilized plane (SMP) criterion Modified Cam-clay model Undrained Cylindrical cavity expansion Stress-transformed method

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