• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
陈志波, 朱俊高, 王强. 宽级配砾质土压实特性试验研究[J]. 岩土工程学报, 2008, 30(3): 446-449.
引用本文: 陈志波, 朱俊高, 王强. 宽级配砾质土压实特性试验研究[J]. 岩土工程学报, 2008, 30(3): 446-449.
CHEN Zhibo, ZHU Jungao, WANG Qiang. Compaction property of wide grading gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 446-449.
Citation: CHEN Zhibo, ZHU Jungao, WANG Qiang. Compaction property of wide grading gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 446-449.

宽级配砾质土压实特性试验研究

Compaction property of wide grading gravelly soil

  • 摘要: 宽级配砾质土随粗料含量变化呈现出悬浮–密实、密实–骨架和骨架–空隙3种不同结构,因而表现出不同的压实特性。依据等量替换法剔除超径颗粒后,对糯扎渡堆石坝心墙料的不同掺砾量的宽级配砾质土进行了重型击实试验,研究了宽级配砾质土在不同粗料含量、不同结构下的压实特性,并对击实作用下颗粒破碎规律进行了分析。试验结果表明:随掺砾量或粗料含量的增大,最大干密度呈先升后降的变化趋势;击实后颗粒破碎随粗料含量的增大而增加。

     

    Abstract: When the content of coarse grains increases,it will lead to three different structure types of wide grading gravelly soil,showing different compaction properties.After the extra large coarse grains were excluded with the equivalent replacement method,the heavy compaction tests on wide grading gravelly soils with different gravel contents were performed,the compaction properties of wide grading gravelly soil with different contents of coarse material or different structures were studied,and the breaking of grain was analyzed.It was shown that the maximum dry density of wide grading gravelly soil increased first,and then decreased,with the increasing of gravel contents or contents of coarse material,however,the content of broken grain remained increasing.

     

/

返回文章
返回