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非饱和黄土的强度特征
引用本文:党进谦,李靖. 非饱和黄土的强度特征[J]. 岩土工程学报, 1997, 19(2): 59-64
作者姓名:党进谦  李靖
作者单位:西北农业大学水利与建筑工程学院;
基金项目:水利部水利水电科学基金
摘    要:以初始基质吸力为条件,根据大量的试验测定和分析,得到了非饱和黄土的粘聚力与基质吸力的相关关系;阐述了非饱和黄土的抗剪强度随基质吸力的变化特征;给出了临界基质吸力的计算式。为进一步采用控制吸力试验,揭示非饱和黄土抗剪强度的基本规律作了初步探索

关 键 词:非饱和黄土  抗剪强度  临界基质吸力  强度曲面  

Strength Characteristics of Unsaturated Loess
Dang Jinqian,Li Jing. Strength Characteristics of Unsaturated Loess[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 59-64
Authors:Dang Jinqian  Li Jing
Affiliation:College of Water Conservancy and Architectural Engineering Northwestern Agricultural University Yangling Shaanxi 712100
Abstract:Under the condition of initial matrix suction and based on the tests and analyses, the correlation between the cohesion and the matrix suction of unsaturated loess , the characteristics of shear strength of unsaturated loess changing with matrix suction, and the formula for computing critical matrix suction are derived.To explore the basic law of the shear strength of unsaturated loess further,the controlled-suction tests are used.
Keywords:unsaturated loess   shear strength   critical matrix suction   curved strength surface.
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