摘要
对取自南沙群岛永暑礁附近海域的钙质砂进行了不同终止压力下的侧限压缩试验,指出钙质砂在侧限条件下的压缩特性与粘土类似,其原因是钙质砂在常压力作用下发生了颗粒破碎。同时,对所有试样在试验前后进行了颗粒大小分析试验,并用Hardin模型对其破碎进行了度量。
Calcareous sediments generally consist of the remains of marine organism, which tend to be crushed relatively easily under load, compared to terrigenous materials. Laboratory tests are carried out on calcareous sand taken from the South China Sea. and it is pointed out that the compression behavior of calcareous sand under one-dimensional compression is just similar to that of silt. The reason is that the particles are crushed under load. The samples are sieved before and after tests and the crushability of the sand is also quantified using Hardin model.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2005年第18期3327-3331,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金资助项目(40272121)
科技部批准"十五"南沙群岛及其邻近海区综合调查项目
2001年度中央级科研院所社会公益研究专项资金项目(2001DIA50041)
关键词
岩石力学
钙质砂
侧限压缩
颗粒破碎
rock mechanics
calcareous sand
confined compression
particle crushing