Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00583-8.pdf
Reference76 articles.
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3. Phien-Wej N, Pientong T, Balasubramaniam A (1992) Collapse and strength characteristics of loess in Thailand. Eng Geol 32(1–2):59–72. https://doi.org/10.1016/0013-7952(92)90018-T
4. Rogers C, Dijkstra T, Smalley I (1994) Hydroconsolidation and subsidence of loess: studies from China, Russia, North America and Europe: in memory of Jan Sajgalik. Eng Geol 37(2):83–113. https://doi.org/10.1016/0013-7952(94)90045-0
5. Al-Rawas AA (2000) State-of-the-art-review of collapsible soils. Sultan Qaboos Univ J Sci 5:115–135. https://doi.org/10.24200/squjs.vol5iss0pp115-135
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