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Toplam kayıt 6, listelenen: 1-6
Pilot-scale modeling of colloidal silica delivery to liquefiable sands
(Elsevier B.V., 2015)
Passive site stabilization is a developing technology for the in situ mitigation of the risk of liquefaction without surface disruption. It involves
the injection of stabilizing materials into liquefiable saturated sand. ...
Numerical analysis of reinforced soil-retaining wall structures with cohesive and granular backfills
(ICE Publishing, 2015)
The failure mechanisms of reinforced soil segmental walls with extensible
reinforcements were studied by performing a numerical analysis using the finite element method.
The numerical approach was first verified against ...
Comprehensive group pile settlement formula based on 3D finite element analyses
(Japanese Geotechnical Soc, 2018)
In the past, formulas for the settlement of group piles considered only a few input parameters and offered only a limited approximation of the actual settlement. Nowadays, however, thanks to the fast-growing performance ...
New approach to group pile load estimation
(Asce-Amer Soc Civil Engineers, 2019)
Current literature lacks an analytical method for estimating pile load distribution due to the statically indeterminate nature of pile groups. In practice, such estimations are accomplished by finite-element-based analyses ...
Footing settlement formula based on multi-variable regression analyses
(Techno-Press, 2019)
The formulas offered so far on the settlement of raft footings provide only a rough estimate of the actual settlement. One of the best ways to make an accurate estimation is to conduct 3-dimensional finite element analyses. ...
An investigation on the formation of cracks at the corner turns of the modular block earth walls
(Springer International Publishing Ag, 2019)
The design manuals for Geosynthetic Reinforced Soil Retaining Walls include the methodology for various conditions, except the case where the wall has a curved corner turn. Lately, some problems were reportedly associated ...