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焦柳线K1370~K1570土质分布特征及对五种典型土质的土性试验研究结果
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作者 赵中秀 王小军 李伟昭 《路基工程》 1995年第6期40-44,共5页
本文论述了焦柳线K1370~K1570区段土质分布特征及对该区段内五种典型土质的土性试验研究结果,这些研究结果揭示了该区段范围内多发性路基病害产生的原因及机理。
关键词 铁路 质学 质分布特征 土线试验 焦柳线
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Mechanical characteristics of intact Middle Pleistocene Epoch loess in northwestern China 被引量:4
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作者 钟祖良 刘新荣 《Journal of Central South University》 SCIE EI CAS 2012年第4期1163-1168,共6页
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-I... 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-IA 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. 展开更多
关键词 yield stress compression testing failure model Middle Pleistocene Epoch loess
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