Geotechnical thresholds in the Lanzhou loess of China

Quaternary International

Volumn 76-77, Issue , 2001, Pages 21-28

  Dijkstra, T A ^a  

^a Faculty of Engineering and Computing   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTATION; GEOTECHNICAL SURVEY; LOESS; MASS MOVEMENT; SOIL STRUCTURE;

CHINA;

EID: 0035102988     PISSN: 10406182     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1040-6182(00)00086-0     Document Type: Article

References (19)

1. The structure of clay and its importance in foundation engineering
2. Geological and geotechnical characteristics of some loess and loessic soils from China and Britain: A comparison
3. Loess slope instability in the Lanzhou region, China
4. Neotectonics and mass movements in the loess of north central China
5. The loess of north-central China: Geotechnical properties and their relation to slope stability
6. Cut slope and terrace edge failures in Malan loess, Lanzhou, PR China
7. Laboratory and in situ shear strength parameters of Lanzhou loess
8. Mechanics of particulate materials
9. Mechanisms of collapse of soil structure
10. Formation and development of the structure of collapsing loess in China
11. Variation in collapsibility and strength of loess with age
12. Deformation mechanism of collapsible loess in consideration of microstructure instability
13. The Teton Dam Failure (Idaho, USA, 1976)
14. Particle packing from an earth science viewpoint
15. Loess material and loess deposits: Formation, distribution and consequences