Research on effect of compaction on pore size distribution of laterite soil

被引:0
作者
Tan Yun-zhi [1 ,2 ]
Kong Ling-wei [2 ]
Guo Ai-guo [2 ]
Wan Zhi [3 ]
机构
[1] China Three Gorges Univ, Educ Minist, Key Lab Geol Hazards Three Gorges Reservoir Area, Yichang 443002, Hubei, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[3] Hunan Commun Res Inst, Changsha 410015, Hunan, Peoples R China
关键词
laterite soil; pore distribution; compaction;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
To investigate the effect of compaction on the pore size distribution characteristic of laterite soil, the compacted soil samples which were firstly subjected to pressure plate to dehydrated to their residual water content were dried by liquid nitrogen freeze-drying method; and then the corresponding pore size distribution was measured. The results show that, among samples with different dry density, the differences of characteristics of pore size distribution are obvious in the case that the pore size is larger than 10 mu m. And the greater the dry density is, the fewer the pores of soil in this scope. However, most of pores of samples are mainly distributed in the range where pore size is finer than 0.1 mu m and their pore distribution density are almost the same, which means that conventional compaction of soil can only change the larger pore size, no significant change for the smaller one. This also indicates that the conventional compaction has a limit effect on the compactness of the roadbed which was filled with laterite soil.
引用
收藏
页码:1427 / 1430
页数:4
相关论文
共 10 条
[1]   STUDY OF THE STRUCTURE OF A SENSITIVE CHAMPLAIN CLAY AND OF ITS EVOLUTION DURING CONSOLIDATION [J].
DELAGE, P ;
LEFEBVRE, G .
CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (01) :21-35
[2]  
GARCIABENGOCHEA I, 1979, J GEOTECH ENG-ASCE, V105, P839
[3]   CHANGE IN PORE-SIZE DISTRIBUTION DUE TO CONSOLIDATION OF CLAYS [J].
GRIFFITHS, FJ ;
JOSHI, RC .
GEOTECHNIQUE, 1989, 39 (01) :159-167
[4]  
KONG Ling-wei, 1995, CHINESE J GEOTECHNIC, P42
[5]  
Kong Lingwei, 1993, ROCK SOIL MECH, V14, P25
[6]   INVESTIGATION INTO GEOTECHNICAL AND ENGINEERING PROPERTIES OF SOME LATERITES OF EASTERN NIGERIA [J].
MADU, RM .
ENGINEERING GEOLOGY, 1977, 11 (02) :101-125
[7]   MOISTURE CURVE OF COMPACTED CLAY - MERCURY INTRUSION METHOD [J].
PRAPAHARAN, S ;
ALTSCHAEFFL, AG ;
DEMPSEY, BJ .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (09) :1139-1146
[8]  
Tan Long-rong, 2001, CHINESE J GEOTECHNIC, V23, P458, DOI DOI 10.3321/J
[9]  
Washburn EW, 1921, P NATL ACAD SCI
[10]  
程昌炳, 1992, 岩土力学, V13, P122