Summary
Based on the tests and microscope observation, several internal variables were chosen to characterize the microstructural changes, and the evolution equations of these internal variables were developed. The theory can describe both the "hardening" and the "softening" behaviour in the creep process. A detailed analysis was done for the uniaxial compression and compared with the test data.
Details
- Original title: Creep of frozen soil by damage mechanics.
- Record ID : 1997-0532
- Languages: English
- Source: Sci. China, B - vol. 38 - n. 8
- Publication date: 1995/08
- Document available for consultation in the library of the IIR headquarters only.
Links
See the source
Indexing
- Themes: Civil engineering
- Keywords: Structure; Permafrost; Mechanical property; Ground; Ground freezing; Accident
-
Glaciological data. Workshop on permafrost data...
- Organiser : BARRY R. G., HEGINBOTTOM J. A., BROWN J.
- Date : 1995/06
- Languages : English
View record
-
A passive radiator for a refrigerated foundatio...
- Author(s) : BHARGAVA R., PATTERSON J., BASSLER D. J.
- Date : 1991
- Languages : English
View record
-
Design of buildings and underground services in...
- Author(s) : MECKLER M.
- Date : 1991
- Languages : English
View record
-
SALT CONCENTRATION EFFECTS ON STRENGTH OF FROZE...
- Author(s) : OGATA N., YASUDA M., KATAOKI T.
- Date : 1982
- Languages : English
View record
-
FREEZING OF SOILS IN CIVIL ENGINEERING.
- Author(s) : AGUIRRE-PUENTE J.
- Date : 1986/09/01
- Languages : English
View record