Influence of Rainfall on the Interface Shear Strength of Unsaturated Lateritic Soil with Geosynthetics

Author:

Dhanya K. A.,Musaib A.,Divya P. V.ORCID

Publisher

Springer Singapore

Reference21 articles.

1. ASTM D5321-17: Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear. American Society for Testing and Materials International (2014)

2. ASTM D5298-10: Standard Test Method for Measurement of Soil Potential using Filter Paper. American Society for Testing and Materials International (2010)

3. Albino, U.R., Portelinha, F.H.M., Zornberg, J.G., Futai, M.M.: Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Comput. Geotechn. 108, 27–39 (2019)

4. Bhattacherjee, D., Viswanadham, B.V.S.: Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall. Geosynth. Int. 22(6), 411–427 (2015)

5. Dhanya, K.A., Divya, P.V.: Geosynthetic filters to prevent soil piping and internal erosion. ISSMGE TC 107 Symposium on Laterites and lateritic soil, pp. 95–104 (2019)

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Influence of Suction on the Interface Characteristics of Unsaturated Marginal Lateritic Soil Backfills with Composite Geosynthetics;International Journal of Geosynthetics and Ground Engineering;2023-10-28

2. Coupled Flow-Deformation Analysis of MSE Wall Reinforced with Hybrid Geogrids;International Journal of Geosynthetics and Ground Engineering;2023-07-08

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