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![Material properties used in the present study [20]](profile/Arindam-Dey-5/publication/379115929/figure/tbl1/AS:11431281230555353@1710990002247/Material-properties-used-in-the-present-study-20.png)
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![Material properties used in the present study [20]](profile/Arindam-Dey-5/publication/379115929/figure/tbl1/AS:11431281230555353@1710990002247/Material-properties-used-in-the-present-study-20_Q320.jpg)
In real field scenario, most of the rural unpaved roads rest on locally available deformable soil subgrade having generalized shear strength parameters. During the construction and vehicular loading stages, the weak subgrade undergoes deformation, thereby necessitating proper ground improvement to increase the strength of the deformable subgrade. T...
Contexts in source publication
Context 1
... the present study, the linear elastic -perfectly plastic Mohr-Coulomb model is used to represent both the subgrade and aggregate layers. In Table 1, the typical model parameters used in the present study are listed. The strength parameters of subgrade and aggregate layer considered on the lower side so that the deformations developed in the unpaved road system under operational conditions can be exclusively exhibited. ...Context 2
... the present study, the linear elastic -perfectly plastic Mohr-Coulomb model is used to represent both the subgrade and aggregate layers. In Table 1, the typical model parameters used in the present study are listed. The strength parameters of subgrade and aggregate layer considered on the lower side so that the deformations developed in the unpaved road system under operational conditions can be exclusively exhibited. ...Similar publications
![Deformed finite element model a Rao et al. [34], b Ambily and Gandhi [7]](publication/380531356/figure/fig3/AS:11431281252672519@1718780424364/Deformed-finite-element-model-a-Rao-et-al-34-b-Ambily-and-Gandhi-7_Q320.jpg)
![Validation curve a Rao et al. [34], b Ambily and Gandhi [7]](publication/380531356/figure/fig4/AS:11431281252570643@1718780433322/Validation-curve-a-Rao-et-al-34-b-Ambily-and-Gandhi-7_Q320.jpg)
Granular piles, either ordinary or encased with geosynthetic materials are being extensively used as one of the ground improvement techniques, depending on the strength of the adjoining soil. The optimum granular pile (GP) length is still a matter of research, even though the approach is widely established in the literature. In the present study, a...
