Swelling-shrinkage properties and soil improvement of compacted expansive soil, Ning-Liang Highway, China

Engineering Geology

Volumn 53, Issue 3-4, 1999, Pages 351-358

  Du, Yanjun ^a   Li, Shenglin ^b   Hayashi, Shigenori ^a  

^a SAGA UNIVERSITY   (Japan)

^b NANJING UNIVERSITY   (China)

Author keywords

Expansive soil; Fabric; Soil improvement; Swelling shrinkage behavior

Indexed keywords

COMPACTION; COMPOSITION EFFECTS; MOISTURE; SHRINKAGE; SOIL MECHANICS; SWELLING;

EXPANSIVE SOILS;

ENGINEERING GEOLOGY;

COMPACTION; EXPANSIVE SOIL; ROAD CONSTRUCTION; SHRINKAGE; SOIL IMPROVEMENT; SWELLING;

CHINA;

EID: 0032764792     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(98)00086-6     Document Type: Article

References (3)

1. Li, S. et al, 1992. Study on the Engineering Geology of Expansive Soils in China. Jiangsu Science and Technology Publishing House, pp. 129-140.
2. Osipov, V.I., 1979. Nature of Strength and Deformation Properties of Clayey Soils and Rocks. Moscow University Publishing House, pp. 58-102 (in Russian).
3. Tahir, A.A., 1992. Collapse mechanisms of low cohesion compacted soils. Bull. Assoc. Eng. Geol. 4, 345-353.