[图书][B] 100 years of Prandtl's wedge

S Van Baars - 2018 - books.google.com
The biggest problem for a shallow foundation, just as for any other type of foundation, is a
failure due to an overestimation of the bearing capacity. This means that the correct …

Numerical check of the Meyerhof bearing capacity equation for shallow foundations

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 …

Importance of dilatancy on the evolution of failure mechanism of a strip footing resting on horizontal ground

R Acharyya, A Dey - INAE Letters, 2018 - Springer
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 …

100 year prandtl's wedge-intermediate report

S Van Baars - 2016 - orbilu.uni.lu
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 …

[图书][B] Elastoplastic modeling

J Salençon - 2020 - books.google.com
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 …

The bearing capacity of shallow foundations on slopes

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 …

[HTML][HTML] Computer modeling of the limit state of a slab foundation with regard to the rigidity of the above-foundation structure

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 …

The axisymetric failure mechanism of circular shallow foundations and pile foundations in non-cohesive soils

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 …

The failure mechanism of pile foundations in non-cohesive soils

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 …

[PDF][PDF] Ultimate Bearing Capacity of Shallow Foundation under Eccentrically Inclined Load-Review Paper

S Gupta, A Mital - 2020 - researchgate.net
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 …