contributor author | Dongxing Wang | |
contributor author | Rachid Zentar | |
contributor author | Nor Edine Abriak | |
date accessioned | 2017-05-08T22:34:51Z | |
date available | 2017-05-08T22:34:51Z | |
date copyright | June 2016 | |
date issued | 2016 | |
identifier other | 50655445.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83034 | |
description abstract | Although extensive research has been conducted on the strength and stiffness of stabilised soils, fewer attempts have been made on the compression behavior of artificially structured and remolded soils. In this study, results from oedometer tests are discussed to investigate the compressibility of cement/lime-treated marine soils. The findings show that the difference in compression between structured and remolded soils is caused by soil structure and water content. For certain soil, a minimum binder amount exists beyond which the soil structure can only be observed, and the shape of compression curve changes from single line to two straight lines in a | |
publisher | American Society of Civil Engineers | |
title | Interpretation of Compression Behavior of Structured and Remolded Marine Soils | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 6 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001503 | |
tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006 | |
contenttype | Fulltext | |