Evaluation of Granular Fill Layer Underlain by Soft Clay Soil Using Large Scale Cyclic Plate Loading Tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00861-1.pdf
Reference42 articles.
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2. Giroud JP, Ah-Line C, Bonaparte R (1984) Design of unpaved roads and trafficked areas with geogrids. In: Proceedings of the conference on polymer grid reinforcement, institution of civil engineers, London UK, pp 116–127. https://doi.org/10.1680/pgr.02425.0021. Accessed 13 June 2023
3. Love JP, Bund HJ, Milligan GWE, Houlsby GT (1987) Analytical and model studies of reinforcement of a layer of granular fill on a soft clay subgrade. Can Geotech J 24(4):611–622. https://doi.org/10.1139/t87-075
4. Fannin RJ, Sigurdsson O (1996) Field observations on stabilization of unpaved roads with geosynthetics. J Geotechn Eng 122(7):544–553. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:7(544)
5. Miura N, Sakai A, Taesiri Y, Yamanouchi T, Yasuhara K (1990) Polymer grid reinforced pavement on soft clay ground. Geotext Geomembr 9(1):99–123. https://doi.org/10.1016/0266-1144(90)90007-Y
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