Optimizing the evolution of strength for lime-stabilized rammed soil
In the present study, unconfined compressive strength (qu) values of two lime-treated soils (soil 1 and 2) with curing times of 28 d, 90 d and 360 d were optimized. The influence of void/lime ratio was represented by the porosity/volumetric lime content ratio (η/Liv) as the main parameter. η/Liv rep...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2019-08-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775518302932 |