Effect of Geosynthetic Reinforcement Inclusion on the Strength Parameters and Bearing Ratio of a Fine Soil

Author:

Carlos David Miranda,Pinho-Lopes Margarida,Lopes Maria Lurdes

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference20 articles.

1. AASHTO. (1991). M 145. Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes.

2. Abu-Farsakh, M.Y., Akond, I. & Chen, Q. (2015). Evaluating the performance of geosynthetic-reinforced unpaved roads using plate load tests. International Journal of Pavement Engineering, 1-12.

3. Effects of Soil Properties and Geogrid Placement on CBR Enhancement of Lateritic Soil for Road Pavement Layers;Adams;American Journal of Civil Engineering and Architecture,2016

4. ASTM. (2007e2). D1883. Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils.

5. ASTM. (2011). D2487. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System.

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