Factors influencing on physico-mechanical properties of the light soil mixed polystyrene

被引:0
作者
Liu Han-long [1 ]
Dong Jin-mei [1 ]
Zhou Yun-dong [1 ]
Wang Jun-jie [1 ]
Gao Yu-feng [1 ]
机构
[1] Hohai Univ, Res Inst Geotechn Engn, Nanjing 210098, Jiangsu, Peoples R China
关键词
density; compressive strength; expanded polystyrene grain; cement-mixed ratio; cement content;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on laboratory experiment of physico-mechanical properties of the light soil mixed polystyrene, influences of composition and sample preparation etc. factors on density and compressive strength of the soil are discussed in detail. Finally, the main influential factors on soil's physico-mechanical properties are suggested. The results obtained can be used in form light and high strength soil mixed polystyrene.
引用
收藏
页码:445 / 449
页数:5
相关论文
共 5 条
[1]  
DONG Jin-mei, 2004, ROCK SOIL MECH, V25, P1964
[2]  
HONG Xian-cheng, 2001, E CHINA HIGHWAY, P5
[3]  
[刘汉龙 Liu Hanlong], 2004, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V26, P579
[4]  
TANG Yi-xin, 2000, CHINESE J GEOTECHNIC, V22, P549, DOI DOI 10.3321/J.ISSN:1000-4548.2000.05.008
[5]  
[董金梅 Zhong Jinmei], 2005, [河海大学学报. 自然科学版, Journal of Hohai University. Natural Sciences], V33, P99