非饱和Q2原状黄土工程特性试验
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重庆市科委自然科学基金资助项目(CSTC,2009BB6350);国家自然科学基金创新群体基金(50621403)


Test on engineering properties of unsaturated undisturbed loess Q2
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    摘要:

    为了研究非饱和Q2原状黄土的破坏形式、变形、强度和屈服特性,采用SJ-1A型三轴剪力仪改造的非饱和土三轴剪切试验测试系统进行了5组非饱和Q2原状黄土的三轴固结排水剪切试验。试验结果表明:非饱和Q2原状黄土在三轴条件下,呈剪切破坏,破裂角一般在55°~61°;非饱和Q2原状黄土在低围压下呈剪胀性,在高围压下呈剪缩性;随着围压增大,应力应变曲线由软化向硬化发展。此外,通过 εv-q/p 关系曲线可以较好的确定非饱和Q2原状黄土在各围压下的屈服应力( py,qy ),且研究发现随着围压的增加,屈服偏应力 qy与

    Abstract:

    A series of triaxial shear tests with controlled constant confining pressure are conducted to study the failure modes, effects of deformation, strength and yield properties of unsaturated undisturbed loess Q2, with improved SJ-1A triaxial shear equipment. The test results show that the failure mode of unsaturated undisturbed loess Q2 is shear failure with the rupture angle between 55 and 61 degree; Shear dilatancy is shown under low confining pressure, and shear shrinkage is shown under high confining pressure; The stress-strain curves of undisturbed loess Q2 will change from perfectly plastic to weak strain softening as the confining pressure increases; A effective method is suggested to identify the field stress of undisturbed loess Q2 under triaxial shear condition with the curves of - q/p ; when the confining pressure increases, the deviatoric yield stress qy has a logarithmic relationship with net mean yield stress py .

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钟祖良,张建,刘新荣,方金炳,周杨.非饱和Q2原状黄土工程特性试验[J].重庆大学学报,2011,34(2):120-124.

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  • 收稿日期:2010-10-31
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