INFLUENCE OF STRUCTURE AND COMPOSITION ON RESIDUAL SOILS

被引:48
作者
WESLEY, LD
机构
[1] Dept. of Civ. Engrg., Univ. of Auckland, Auckland
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1990年 / 116卷 / 04期
关键词
D O I
10.1061/(ASCE)0733-9410(1990)116:4(589)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The various formation factors responsible for differences in behavior between residual soils and sedimentary (transported) soils are described. The extent to which classical soil mechanics concepts derived from the study of sedimentary soils are applicable to residual soils is examined and discussed. It is shown that residual soils can be wrongly evaluated as problem soils simply because some aspects of their behavior do not conform to that of sedimentary soil. The relative importance of composition and structure in influencing residual soil behavior is examined by carrying out consolidation and triaxial tests on three residual soils, namely, a silt, a tropical red clay, and an andosol (volcanic ash soil). The need for an empirical or theoretical framework applicable to residual soils, in place of the stress history framework used with sedimentary soils, is discussed. © ASCE.
引用
收藏
页码:589 / 601
页数:13
相关论文
共 16 条
[1]  
BECKMAN JM, 1934, INGENIEUR FEB
[2]  
BISHOP AW, 1965, GEOTECHNIQUE, V15, P1
[3]   ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS [J].
BJERRUM, L .
GEOTECHNIQUE, 1967, 17 (02) :83-&
[4]  
Bjerrum L., 1967, J SOIL MECH FDN DIV, V93, P3
[5]  
BROUWER ARH, 1934, INGENIEUR FEB
[6]  
DEVOS CP, 1932, OPENBARE WERKEN JAN, P19
[7]  
GIDIGASU MD, 1973, 8TH P INT C SOIL MEC, V4, P89
[8]  
HARVEY CC, 1982, N Z GEOMECH NEWS NOV
[9]  
MITCHELL JK, 1982, 1982 ASCE GEOT ENG S, P30
[10]  
MORIN WJ, 1982, 1982 ASCE GEOT ENG S, P172