Modeling a Weak Foundation in Interaction with Reinforced Sand Piles under a Low-Rise Building
Keyword(s):
One of the ways to increase the bearing capacity and stability of a water-saturated base by introducing a sand pile vertically reinforced along the contour with geosynthetic material (geogrid SSP 30 / 30-2.5) is experimentally substantiated. This constructive solution is used in low-rise construction. For the theoretical substantiation of the suggested method, it is proposed to model the interaction of a weak foundation and a reinforced sand pile on the basis of the linear theory of viscoelasticity. Calculation of vertical displacements of the pile and comparison with the results of in situ experiments is presented.
2021 ◽
Vol 938
(1)
◽
pp. 012020
1989 ◽
Vol 47
◽
pp. 652-653
1989 ◽
Vol 47
◽
pp. 620-621
1998 ◽
Vol 37
(2)
◽
pp. 137-144
◽
Keyword(s):