SCALE EFFECT ON FAILURE CHARACTERISTICS OF SANDY PEBBLE SOIL

摘要：

Because of discontinuity and heterogeneity of sandy pebble soil,the mechanical characteristic is different from the other homogeneous mediums.Scale effect should be consisted.By means of the direct shearing test and heavy compaction test,shear strength characteristics of sandy pebble soil with different gradation and maximum particle size are analyzed.The results are as follows: (1) The large particle size has important influence on the shearing indexes;(2) The cohesion becomes increased with the well gradation.The friction angle is on the contrary; (3) The cohesion will be reduced if improving the maximum particle sizes.However the friction angle will be increasing.

关键词： sandy pebble soil scale effect particle size distribution static-dynamic shear test

作者: T.Y.Chen Y.Yao L.L.Zhang X.L.Liu D.G Chen

作者单位: Department of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China

会议类型: 国际会议

会议名称: The Third International Conference on Heterogeneous Material Mechanics(第三届国际非均匀材料力学会议)

会议地点: 上海

会议语种:英文

页码: 445-448

在线出版日期: 2011-05-22（万方平台首次上网日期，不代表论文的发表时间）