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- Classical soil mechanics doesn't consider the influence of the matric suction in unsaturated soils on shear strength. 摘要:传统土壤力学并未考虑不饱和土壤中基质吸力对剪力强度之影响。
- So, soil mechanics for unsaturated soils is studied urgently in geotechnical engineering. 因此，在岩土工程中，非饱和土土力学亟待深入研究。
- MENG Qian-ling, YAO Hai-lin.The contribution of matric suction to shear strength of unsaturated soils[J].Rock and Soil Mechanics, 2001, 22(4): 423-426. [3]孟黔灵; 姚海林.;吸力对非饱和土抗剪强度的贡献[J]
- WU Jun-jie,WANG Cheng-hua,LI Guang-xin.Influence of matric suction in unsaturated soils on slope stability[J].Rock and Soil Mechanics,2004,25(5):732-736. [2]吴俊杰.;王成华
- HANG Hai, CHEN Zheng-han, LI Gang.A study on yield locus of unsaturated soils onP-S plane and soil-water characteristic curve[J].Rock and Soil Mechanics, 2000,21(4): 316-321. [32]黄海;陈正汉;李刚.;非饱和土在P-S平面上的屈服轨迹及土-水性特征曲线的探讨[J]
- Advanced Experimental Unsaturated Soil Mechanics 高级实验不饱和土壤力学
- Significance and engineering application of unsaturated soil mechanics theory 非饱和土力学理论的研究意义及其工程应用
- IMPLEMENTATION METHOD OF THE UNSATURATED SOIL MECHANICS IN ENGINEERING 非饱和土土力学工程应用方法
- International Symposium Advanced Experimental Unsaturated Soil Mechanics 国际不饱和土力学实验推进研讨会
- unsaturated soil mechanics 非饱和土力学
- Based on the wave equation in unsaturated soil, the dynamic response of a pile under transient torsional loading was theoretically investigated. 摘要基于己建立的非饱和土中的波动方程，研究了瞬间扭转荷载作用下桩的动力响应问题。
- However, mechanics of unsaturated soils is involved in many geotechnical problems. 然而许多工程实务问题大都涉及不饱和土壤之领域。
- Toward a Robust Phenomenological Expression of Evaporation Efficiency for Unsaturated Soil Surfaces. 论非饱和土壤表面蒸发率的强现象学表示。
- Lambe, and Whitman, Soil mechanics, Pitman Advanced Pub., London, (1969). 黄兆龙，"混凝土病变及修复"，混凝土施工技术研讨会，台湾营建研究中心，(1987)。
- Transient seepage analyses for Gouhou concrete faced rockfill dam were conducted using the unsaturated soil seepage theory. 摘要利用非饱和土渗流理论，对沟后混凝土面板砂砾石坝进行瞬态渗流数值模拟。
- The basic equation for water flow in unsaturated soil is deduced with Darcy law and the conservative equation of mass. 根据达西定律和质量守恒原理得到路基土中水分运动的基本方程,并以此方程作为黄土路基中水分迁移研究的理论基础。
- The contribution of matric suction to the stability of unsaturated soil slope should be properly evaluated in order to meet the demand of practice. 在对非饱和土边坡进行稳定分析时,应该全面地考虑基质吸力对边坡稳定的贡献。
- The result shows corrected unsaturated soil physical parameters can be got by APPIA.So the software of APPIA should be spreaded widely. 结果表明：用APPIA程序可获得较为准确的非饱和土壤物理参数，应广泛推广使用。
- Practical design problems dictate that soil mechanics and engineering geology be closely related. 实际的设计问题说明力学和工程地质学有着密切联系。
- Moisture migration in unsaturated soil is normally presented in two ways:liquid water transfer and vaporous water transfer. 取黄土和砂土土样,对等温条件下非饱和土气态水迁移规律及气态水迁移与液态水迁移关系问题进行试验研究。
