Effect of Cement on Clayey Silt for Stabilization of Canal Embankments
Author:
Funder
Higher Education Commision, Pakistan
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00804-w.pdf
Reference30 articles.
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2. Wu W, Kang Y (2011) A simplified breaching model for cohesive embankments. In: World environmental and water resources congress 2011: bearing knowledge for sustainability, pp 2207–2215. https://doi.org/10.1061/41173(414)230
3. Bhanbhro R, Al-Ansari N, Knutsson S (2014) Frequent breaches in irrigation canals in Sindh Pakistan. J Water Resour Prot 6(4):214–223. https://doi.org/10.4236/jwarp.2014.64027
4. Rinaldi VA, Capdevila JA (2006) Effect of cement and saturation on the stress-strain behavior of a silty clay. In: Unsaturated soils 2006, pp 1157–1168. https://doi.org/10.1061/40802(189)94
5. Azadegan O, Li J (2015) Effects of lime and cement treated platform on the behavior of circular footing founded on soft clay. Int J Geotech Eng 9(2):214–221. https://doi.org/10.1179/1939787914y.0000000041
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