Long-term and immediate effects of freeze–thaw cycles on the resilient modulus of treated expansive subgrades
Author:
Affiliation:
1. Bugshan Research Chair in Expansive Soils, Department of Civil Engineering, College of Engineering, King Saud University, Riyadh, Saudi Arabia
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2022.2146603
Reference55 articles.
1. Determination of Swell Potential of Al-Qatif Clay
2. Effect of water during freeze–thaw cycles on the performance and durability of lime-treated gypseous soil
3. Al-Mahbashi, A. M. (2014). Soil water characteristic curves of treated and untreated highly expansive soil subjected to different stresses [MS.c. thesis, King Saud University].
4. Hydromechanical behavior of unsaturated expansive clay under repetitive loading
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2. Volume changes and consolidation of expansive subgrades under short- and long-term effects of freeze–thaw cycles;International Journal of Geotechnical Engineering;2024-07-09
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