广吸力范围内非饱和原状黄土的力学特性
Mechanical behavior of unsaturated intact loess over a wide suction range
-
摘要: 为了研究广吸力范围内非饱和原状黄土的力学特性,采用轴平移技术和饱和盐溶液蒸汽平衡法控制试样的吸力,对Q3原状黄土进行了一系列控制吸力的常净围压三轴剪切试验,分析了吸力和净围压对原状黄土强度和变形特性的影响。试验结果表明:净围压一定条件下广吸力范围内原状黄土破坏时的偏应力随着吸力的增大而增大;不同吸力条件下原状黄土剪切过程中表现出不同程度的应变硬化或应变软化现象,同时吸力对黄土的剪胀性有明显的影响,且吸力越小或净围压越大,剪胀性越小;原状黄土的强度参数黏聚力随着吸力的增大而明显增大,而内摩擦角在低吸力范围内变化不明显,在高吸力范围内随吸力增大而明显增大。Abstract: A series of triaxial shear tests with controlled suction are performed on Q3 unsaturated intact loess under constant net confining pressure to study the mechanical behavior of unsaturated intact loess over a wild suction range, and the suction is imposed using the axis translation technique and vapor equilibrium technique with saturated salt solution. The influences of the suction and net confining pressure on the strength and deformation characteristics of intact loess are analyzed. The test results show that the deviator stress of intact loess at failure increases with the suction under the same net confining pressure. The intact loess show different degrees of strain hardening or strain softening during the shear process under different suctions. The suction and net confining pressure have obvious influences on the shear dilatancy of intact loess, and a lower suction or higher net confining pressure results in a smaller shear-dilation. The cohesion of strength parameter of the intact loess increases obviously with the suction, while the internal friction angle does not change obviously in low suction range, but increases with the suction in high suction range.