Electronic Resource
Springer
Geotechnical and geological engineering
13 (1995), S. 169-177
ISSN:
1573-1529
Keywords:
Lightly cemented sand
;
stress-strain relationship
;
tensile strength
;
unconfined compressive strength
Source:
Springer Online Journal Archives 1860-2000
Topics:
Geosciences
Notes:
Summary Laboratory test results for the stress-strain relationships for lightly cemented sand specimens are presented. The tests were conducted with the specimens under compression and tension without any confining pressure. The cement content was varied from 4% to 8%. Based on the test results, the variations of the stress and strain ratios at failure with cement content are presented for specimens under compression and tension.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF00456716
Permalink
| Library |
Location |
Call Number |
Volume/Issue/Year |
Availability |
