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Toplam kayıt 7, listelenen: 1-7
New displacement method for free embedded cantilever walls in sand
(2024)
In the current literature, there is no practical formula to calculate the horizontal displace ment of cantilever walls. To fill this gap, in the present study, eight formulae for the estimation of wall
displacement were ...
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. ...
Finite element-based p-y curves in sand
(Springer, 2023)
P-y curves are used in the prediction of non-linear soil resistance resulting from the horizontal pile movement. Many of the
p-y curves have been developed in the 1970s for the petroleum industry to predict the horizontal ...
Estimation of horizontal displacements for geosynthetic reinforced soil wall
(2023)
Nowadays, the geotechnical design trend is increasingly heading
towards the serviceability limit state. However, the current practice in the
design of geosynthetic reinforced soil (GRS) walls mostly relies on ultimate ...
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 ...