Influence of Geosynthetic Reinforcement on Unpaved Roads Based on CBR, and Static and Dynamic Cone Penetration Tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-020-00196-0.pdf
Reference33 articles.
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2. Shukla SK (2016) An introduction to geosynthetic engineering. CRC Press, London
3. Schnaid F, Lourenço D, Odebrecht E (2017) Interpretation of static and dynamic penetration tests in coarse-grained soils. Geotech Lett 7:1–6. https://doi.org/10.1680/jgele.16.00170
4. Sun Y, Cheng Q, Lin J, Lammers PS, Berg A, Meng F, Zeng Q, Li L (2011) Energy-based comparison between a dynamic cone penetrometer and a motor-operated static cone penetrometer. Soil Tillage Res 116:105–109. https://doi.org/10.1016/j.still.2011.06.005
5. Amadi AA, Sadiku S, Abdullahi M, Danyaya HA (2018) Case study of construction quality control monitoring and strength evaluation of a lateritic pavement using the dynamic cone penetrometer. Int J Pavement Res Technol 11(5):530–539. https://doi.org/10.1016/j.ijprt.2018.07.001
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