contributor author | Anand J. Puppala | |
contributor author | Rupesh Kadam | |
contributor author | Raja S. Madhyannapu | |
contributor author | Laureano R. Hoyos | |
date accessioned | 2017-05-08T21:28:29Z | |
date available | 2017-05-08T21:28:29Z | |
date copyright | March 2006 | |
date issued | 2006 | |
identifier other | %28asce%291090-0241%282006%29132%3A3%28322%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52871 | |
description abstract | An experimental study was conducted to measure small-strain shear moduli of chemically treated sulfate-bearing expansive soils using the bender element test. The bender element test was chosen because it provides reliable and repeatable small strain shear modulus measurements and allows for the periodical monitoring of stiffness property responses of soil specimens under varying curing conditions. Bender element tests were conducted on cement and lime treated soils and the results were then analyzed to study the variations in stiffness properties of soil specimens at different sulfate levels and curing conditions. Both cement and lime treated natural and artificial clays with low sulfate level of | |
publisher | American Society of Civil Engineers | |
title | Small-Strain Shear Moduli of Chemically Stabilized Sulfate-Bearing Cohesive Soils | |
type | Journal Paper | |
journal volume | 132 | |
journal issue | 3 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2006)132:3(322) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003 | |
contenttype | Fulltext | |