Size effect analysis of scale test model for high-speed railway foundation under dynamic loading condition

K Shi, Y Zou, Z Zou, X Wang, C Li - Tehnički vjesnik, 2021 - hrcak.srce.hr
Sažetak To determine the energy attenuation and energy reflection coefficients in layered
foundation is the key factor to reveal the dynamic response characteristics of the high-speed …

Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling

C Carow, F Rackwitz - Acta Geotechnica, 2023 - Springer
Several constitutive models for sands are based on an additive split of the effective stress
rate into two terms. One term accounts for the deviatoric stress ratio r, the other for the mean …

Influence of strip footing size on the ultimate bearing capacity formula for sandy soils

T Iqbal, S Ohtsuka, K Isobe, Y Fukumoto… - GEOMATE …, 2023 - geomatejournal.com
For the estimation of the ultimate bearing capacity (UBC) of footings, most contemporary
formulas employ a linear yield function in the shear stress-normal stress space. However, it …

Bearing capacity of circular footing on sand: A critical state approach

MI Ramadan - 2023 - researchsquare.com
There has been extensive research into the bearing capacity of circular footing under
vertical centric load. Although the scatter values for the bearing capacity factor Nγ that have …

Reflections on the Importance of Small Strain Non-Linearity in Soils.

AJ Whittle - Geotechnical Engineering (00465828), 2020 - search.ebscohost.com
It is widely accepted today that most soils exhibit non-linear stress strain properties even at
very small strain levels and that improved representation of these stiffness properties is …

Tabakalı Zeminlerdeki Yüzeysel Temel Davranışının Nümerik ve Analitik Olarak İncelenmesi

E Uncuoğlu - Turkish Journal of Civil Engineering - dergipark.org.tr
A validated and calibrated finite element model has been generated using the results of the
full-scale loading tests performed in the field. The affects of the footing size, initial stress …

[PDF][PDF] Weiterentwicklung eines elastoplastischen Stoffgesetzes für zyklisch beanspruchten Sand

C Carow - depositonce.tu-berlin.de
Für die Ergebnisse von Finite-Elemente-Simulationen in der Geotechnik ist das
Materialmodell für den Boden, das im Folgenden als Stoffgesetz bezeichnet wird, von …

[引用][C] The Numerical and Analytical Investigation of Shallow Foundation Behaviour on Layered Soils Tabakalı Zeminlerdeki Yüzeysel Temel Davranışının Nümerik ve …

E UNCUOĞLU - Turkish Journal of Civil Engineering, 2024