节点文献
考虑孔隙率的干砂应力条件
Stress condition in dry sand masses considering its porosity
【Author】 XU Ri-qing 1, 2 , WANG Xing-chen 1 , ZHU Jian-feng 1 1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China 2. Key Laboratory of Soft Soils and Geoenvironmental Engineering with the Ministry of Education, Zhejiang University, Hangzhou 310058, China
【机构】 浙江大学岩土工程研究所; 浙江大学软弱土与环境土工教育部重点实验室;
【摘要】 莫尔应力圆是根据连续介质提出来的,但它也应用于非连续介质(如土).为了克服莫尔应力圆在土中应用存在的缺陷,根据干砂的物理特性,提出了考虑孔隙率的干砂应力圆条件.该应力条件能更好地满足干砂的力学分析需要.
【Abstract】 Mohr stress circle was put forward according to continuum materials. But it is also applied in non- continuum materials such as soils. In order to overcome its disadvantages applied in soils, a new stress condition in dry sand masses is proposed considering physics characteristics of dry sand masses. Which can better meet the needs of dry sand masses mechanics analysis.
- 【会议录名称】 第十一届全国土力学及岩土工程学术会议论文集
- 【会议名称】第十一届全国土力学及岩土工程学术会议
- 【会议时间】2011-08-17
- 【会议地点】中国甘肃兰州
- 【分类号】TU431
- 【主办单位】中国土木工程学会土力学与岩土工程分会、中国工程院土木、水利与建筑工程学部