A review on the influence of degree of saturation on small strain shear modulus of unsaturated soils

Publication Type:
Conference Proceeding
Citation:
Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, 2017, pp. 1225 - 1228 (4)
Issue Date:
2017-09-22
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Small-strain shear modulus (Gmax) is an important parameter in the analysis and design of structures resting on liquefiable soils, particularly under dynamic loads such as earthquakes. In real condition, soil layers near the ground surface consistently undergo variation of degree of saturation (Sr) due to the change of weather or loading-unloading processes that lead to the variation of Gmax. To date, this area has received limited attention and still encounters difficulties in evaluating the influence of Sr on Gmax as well as capturing the effect of hysteresis on water retention behaviour. This study concentrates on the relationship between Sr and Gmax based on available experimental data in literature. The results of the analysis show that Sr plays an important role in the magnitude of Gmax for both cohesionless and cohesive unsaturated soils, while it has a greater influence on the latter. In order to predict Gmax for cohesive soils within the full range of degree of saturation, apart from the influence of Sr on the contribution of matric suction (m), the influence of Sr on the contribution of plastic fines, salt concentration and van der Waals attraction should be additionally included.
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