Synthesis of the influence of some parameters on dynamic shear resistance of coarse soil
1 Department of Civil Engineering, National Advanced school of Engineering of Yaoundé, Cameroon.
2 Department of Civil Engineering, National Advanced School of Engineering of Maroua, Cameroun.
3 Embankment expert (AFPS, CFMS and CFBR)-Chambery France
Review Article
Global Journal of Engineering and Technology Advances, 2024, 21(02), 093–104.
Article DOI: 10.30574/gjeta.2024.21.2.0218
Publication history:
Received on 12 October 2024; revised on 19 November 2024; accepted on 22 November 2024
Abstract:
On the basis of test results provided by literature, this article intends to examine the influence of parameters such as granulometry, relative density, sample size and the level of stress on dynamic shear resistance, dynamic shear modulus and absorption of coarse materials. The most significant results to learn are as follows: absorption might be very less influenced by granulometry and the size of tested materials. The dynamic shear modulus might increase as the percentage of strand, relative density or the level of stress increase. Although there is no significant difference in reaction to high distortions, resistance of tight granulometry to dynamic shear are higher than those with spread out granulometry for low and average distortions.
Keywords:
Coarse materials; Dynamic shear resistance; Absorption; Shear modulus
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