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Toplam kayıt 6, listelenen: 1-6
Kazıklı radye temellerin oturma tahmini için yeni bir yöntem
(2018)
Literatürde kazıklı radye sistemlerin oturması için verilen ampirik formüller oturmayı sadece kaba bir
yaklaşıklıkla tahmin edebilmektedir. Kazıklı radye sistemler için hassas oturma tahmini ancak 3-boyutlu sonlu
elemanlar ...
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 ...
Kazıklı radye temellerin oturma tahmini için yeni bir yöntem
(2018)
Literatürde kazıklı radye sistemlerin oturması için verilen ampirik formüller oturmayı sadece kaba bir yaklaşıklıkla tahmin edebilmektedir. Kazıklı radye sistemler için hassas oturma tahmini ancak 3-boyutlu sonlu elemanlar ...
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 ...