S Van Baars - Innovative Infrastructure Solutions, 2018 - Springer
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shallow foundations. These equations are based on the failure mechanism …
This paper reports about a finite element based numerical analysis of the failure mechanism developed beneath a strip footing resting on horizontal ground. The observed failure …
The biggest problem for a shallow foundation, just as any other type of foundation, is a failure due to an overestimation of the bearing capacity. This means that the correct …
Elastoplastic behavior has long been part of the constitutive models incorporated in most computer codes, used in the design of civil and mechanical engineering structures …
S Van Baars - Numerical Methods in Geotechnical Engineering IX …, 2018 - taylorfrancis.com
In 1920 Prandtl published an analytical solution for the bearing capacity of a soil under a strip load. Over the years, extensions have been made for a surrounding surcharge, the soil …
LA Bartolomey, OA Bogomolova, VD Geidt… - Construction and …, 2023 - cyberleninka.ru
The task of this research is to determine the values of the generalized strength parameters of the foundation soil σ (пд* св) and σ (пд св), at which the depth ΔZ of the development of …
S Van Baars - Computations and Materials in Civil Engineering, 2017 - orbilu.uni.lu
In 1920 Prandtl published an analytical solution for the bearing capacity of a centric loaded strip footing on a weightless in-finite half-space, based on a so-called Prandtl-wedge failure …
S Van Baars - Numerical Methods in Geotechnical Engineering IX …, 2018 - taylorfrancis.com
In 1920 Prandtl published an analytical solution for the bearing capacity of a centric loaded strip footing on a weightless in-finite half-space, based on a so-called Prandtl-wedge failure …
Every civil engineering structure, whether it is a building, bridge, highway pavement, or railway track, will in general have a superstructure and a foundation. The function of the …