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剪切速率对水泥胶结钙质砂强度及变形的影响

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为探究剪切速率对水泥胶结钙质砂强度及变形的影响,对钙质砂展开6种剪切速率、4种胶结度双变量的直剪试验.结果表明:水泥胶结钙质砂随着剪切速率的提升,抗剪强度呈先减后增的趋势.随胶结度的增加,抗剪强度呈逐渐上升的趋势,但较低胶结度下的抗剪强度略低于无胶结状态下的抗剪强度.在抗剪强度指标方面,随着剪切速率或胶结度的增加,黏聚力都呈上升趋势,内摩擦角呈下降的趋势.在变形方面,水泥胶结钙质砂在低法向应力更易呈现先剪缩后剪胀的形式;而在较高的法向应力,易呈现剪缩形式,但随着剪切速率的增大,剪缩程度减弱.
Effect of direct shear rate on strength and deformation of cemented calcareous sand
An in-depth study of the mechanical properties and deformation of cement cementitious calcareous sand affected by shear displacement,six rates and four kinds of cementitious degree of bivariate straight shear tests were carried out on calcareous sand.The test results show that the shear strength of cement ce-mented calcareous sand decreases first and then increases with the increase of the rate.After cementation,calcareous sand gradually increases with the increase of cementation degree,and the shear strength gradual-ly increases,but the shear strength at lower cementation is slightly lower than that without cementation.In terms of shear strength index,with the increase of shear rate or cementation degree,the cohesion showed an upward trend,and the internal friction angle showed a downward trend.In terms of deformation,cement-cemented calcareous sand under low vertical pressure at different shear rates is more likely to show the form of first shearing and then shear expansion.At higher vertical pressures,it is easy to show a shear form,but the degree of shear shrinkage weakens with the increase of the rate.

cementitious calcareous sanddirect shear testshear ratedegree of cementation

谢永晟、杨果岳、王阳、杨少光

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湘潭大学土木工程学院,湖南湘潭 411105

水泥胶结钙质砂 直剪试验 剪切速率 胶结度

湖南省创新型省份建设项目

2019RS1059

2024

湘潭大学学报(自然科学版)
湘潭大学

湘潭大学学报(自然科学版)

CSTPCD
影响因子:0.403
ISSN:2096-644X
年,卷(期):2024.46(1)
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