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- W3148677899 abstract "以便在压力紧张和纹理粗糙的土壤的力量行为上调查中间的主要应力的影响，一系列真 triaxial 测试被执行。测试与经常的次要的主要应力在一台最近发达的真 triaxial 仪器被进行 3 并且中间的主要压力比率 b= 的经常的价值(2 3 )/(1 3 )(1 是垂直压力，并且 2 是水平压力) 。中间的主管拉紧，这被发现， 2，增加从对有到在一个经常的次要的主要压力下面的统一的从零的参数 b 的增加的积极价值否定。次要的主要紧张， 3，总是是否定的。这暗示标本展出明显的 anisotropy。在从测试获得的 b 和磨擦角度之间的关系与由 LADE-DUNCAN 和 MATSUOKA-NAKAI 标准预言了那不同。基于测试结果，是飞机上的失败表面的形状功能的 g (b) 的一个实验方程被介绍。建议方程被验证由用方程把预言的结果与土壤的真 triaxial 测试结果作比较合理，例如在在另外的研究的这研究，沙和石子的纹理粗糙的土壤。" @default.
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- W3148677899 date "2010-01-01" @default.
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- W3148677899 title "Strength and deformation behaviour of coarse-grained soil by true triaxial tests" @default.
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