A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lightly cemented sand in tension and compression
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.
Lightly cemented sand in tension and compression
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.
Lightly cemented sand in tension and compression
Das, B. M. (author) / Dass, R. N. (author)
1995
Article (Journal)
English
Stress-strain relationship of lightly-cemented sand in tension and compression
| British Library Conference Proceedings | 1994
Effective Tensile Strength of Lightly Cemented Sand
| British Library Online Contents | 2019
Effective Tensile Strength of Lightly Cemented Sand
| ASCE | 2018
Brazilian tensile strength test of lightly cemented sand
| British Library Online Contents | 1995
Tensile Stress-Strain Characteristics of Lightly Cemented Sand
| Online Contents | 1994