Mechanical characteristics of intact Middle Pleistocene Epoch loess in northwestern China

来源 :Journal of Central South University | 被引量 : 0次 | 上传用户:heidaruanjiande1
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In order to research the mechanical characteristics of intact Middle Pleistocene Epoch loess,triaxial shear tests and isotonic compression test of intact Middle Pleistocene Epoch loess were conducted by improved SJ-1A triaxial shear equipment.According to test results,it can be found that the intact Middle Pleistocene Epoch loess has the properties of shear dilatancy and shear shrinkage.With the increase of confining pressure,stress?strain curve develops from softening to hardening.The failure mode of intact Middle Pleistocene Epoch loess is shear failure with the rupture angle between 55° and 61°.And it is better to determine the yield stress(py,qy) of the intact loess under different confining pressures by using the εv-q/p curve.Along with the increase of confining pressure,yield deviatoric stress qy and yield spherical stress py present logarithmic relationship.Besides,the strength parameters,elastic modulus K and G of intact loess,are obtained,which are benefit for loess projects design. In order to research the mechanical characteristics of intact Middle Pleistocene Epoch loess, triaxial shear tests and isotonic compression test of intact Middle Pleistocene Epoch loess were conducted by improved SJ-1A triaxial shear equipment. Accredited to test results, it can be found that the intact Middle Pleistocene Epoch loess has the properties of shear dilatancy and shear shrinkage. Whith the increase of confining pressure, stress? Strain curve develops from softening to hardening. The failure mode of intact Middle Pleistocene Epoch loess is shear failure with the rupture angle between 55 ° and 61 °. And it is better to determine the yield stress (py, qy) of the intact loess under different confining pressures by using the εv-q / p curve. With with the increase of confining pressure, yield deviatoric stress qy and yield spherical stress py present logarithmic relationship.Besides, the strength parameters, elastic modulus K and G of intact loess, are obtained, which are benefit for loess project s design.
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