It has been reported that the pavement performance predicted by the current mechanistic- empirical pavement design shows low or no sensitivity to subgrade and unbound layers …
GS Guan, H Rahardjo, LE Choon - Journal of Geotechnical and …, 2010 - ascelibrary.org
Shear strength of unsaturated soil is an important engineering property in various geotechnical designs. In response to varying climatic conditions, unsaturated soil behaves …
A Zhou, R Huang, D Sheng - Canadian Geotechnical Journal, 2016 - cdnsciencepub.com
This paper proposes a new water retention model for unsaturated soils, which takes into account capillary condensation of adsorbed water. In this model, the degree of saturation of …
D Sheng, A Zhou, DG Fredlund - Geotechnical and Geological …, 2011 - Springer
Shear strength is one of the fundamental properties of unsaturated soils. It has been found to change with matric suction. Various shear strength equations have been proposed for …
EA Garven, SK Vanapalli - Unsaturated Soils 2006, 2006 - ascelibrary.org
This paper provides a summary of nineteen empirical procedures or techniques that are available for predicting or estimating the shear strength of unsaturated soils. While six of …
Most of the recently postulated unsaturated shear strength models have been calibrated only for a short variety of soils. In addition, these models are yet to be extended and …
Soil shear strength is the most fundamental property when designing structures in the ground and should be carefully assessed and understood. Several empirical models were …
OM Vilar - Canadian Geotechnical Journal, 2006 - cdnsciencepub.com
Procedures that allow the prediction of some properties of unsaturated soils or the minimization of the number of tests needed to measure them are advantageous because the …
G Bella - Geomechanics and Engineering, An Int'l Journal, 2021 - researchgate.net
Tailing dams are complex geotechnical systems comprising of an embankment and a basin containing the waste products from the mining processes. These structures are …