堆石粗粒土多级加荷三轴试验分析

通过分析堆石粗粒土一个试样多级加荷三轴试验方法 ,将其分为不固结类的连续与固结类的不连续加荷。前者仅适用于σ3≤ 1 .2 MPa的低围压 ,后者必须考虑固结排水引起的应力回弹量。不连续加荷的固结方式对强度指标的影响仅限于 C值 ,内摩擦角Φ值基本保持不变。建议对土工试验规程中有关粗粒土的多级加荷三轴试验作重新修订

MULTI-STAGE LOADING TRIAXIAL TEST ANALYSIS OF ROCK-FILL COARSE GRAINED SOIL

On the basis of one sample multi-stage loading triaxial testanalysis of rock-fill coarse grained soil, the loading is divided into unconsolidated type continuous loading and consolidated type discontinuous loading. The former only applies to low wallrock pressure of σ3≤1.2 MPa, and the latter must consider rebound quantity induced by consolidation and drain. The strength index effect of consolidation style of discontinuous loading is only limited to the value of C, while the angle of internal friction Φ is kept basically the same. It is suggested that the rules for coarse grained soil multi-stage loading triaxial tests be revised.