[图书][B] Model uncertainties in foundation design

C Tang, KK Phoon - 2021 - taylorfrancis.com
Model Uncertainties in Foundation Design is unique in the compilation of the largest and the
most diverse load test databases to date, covering many foundation types (shallow …

Expanded database assessment of design methods for spread foundations under axial compression and uplift loading

C Tang, KK Phoon, DQ Li, SO Akbas - Journal of Geotechnical and …, 2020 - ascelibrary.org
This paper compiles two expanded databases—NUS/SpreadFound/919 and
NUS/RockFound/270—to evaluate the calculation methods of foundation capacity, where …

Variability of predictions for punch-through of foundation in layered soils

C Tang, J Yuan, X Yu, X Feng… - Databases for Data …, 2024 - taylorfrancis.com
This chapter presents an extensive study on the variability of predictions for punch-through
of foundation in layered soils. Two foundation types are included for onshore and …

Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools

C Zwanenburg, B Wittekoek, E Alderlieste… - … of Geotechnical and …, 2024 - ascelibrary.org
A series of plate loading tests on clay has been conducted in the centrifuge. The aim of the
tests is to create a data set, which is freely downloadable, to validate numerical tools that …

End bearing response of open-ended pipe piles embedded in rock

M Jafari, H Gharsallaoui, KH Victor… - International Journal of …, 2019 - Elsevier
Prediction of bearing capacity of steel pipe piles in rock masses is an important
consideration in civil engineering especially as such prediction influences the safety of the …

A obra clássica centenária “Über die Härte plastischer Körper” de Ludwig Prandtl (1920) revisitada: tradução e comentários: The centennial classical article “Über die …

N de Souza Campelo… - Brazilian Journal …, 2022 - ojs.brazilianjournals.com.br
A grande maioria dos estudos sobre a análise da capacidade de carga de fundações tem
se baseado no trabalho de 1920 do professor Ludwig Prandtl intitulado “Über die Härte …

Limit analysis solutions for the bearing capacity of strip foundations under seismic conditions

G Mortara - Géotechnique, 2023 - icevirtuallibrary.com
The limit analysis approach is used in this paper to analyse the problem of a strip foundation
on cohesive-frictional soil under seismic conditions, based on the pseudo-static approach …

A obra clássica centenária “Zum Erddruckproblem” de hans reissner (1924) revisitada: tradução e comentários sobre a sua importância no desenvolvimento da …

N de Souza Campelo - Brazilian Journal of …, 2022 - ojs.brazilianjournals.com.br
A obra clássica centenária “Zum Erddruckproblem” de hans reissner (1924) revisitada:
tradução e comentários sobre a sua importância no desenvolvimento da moderna teoria da …

[PDF][PDF] Analysis of underground stratification based on CPTu profiles using high-pass spatial filter

J Rainer, H Szabowicz - Studia Geotechnica et Mechanica, 2020 - intapi.sciendo.com
The issue of the stratification of the underground subsoil is one of the principal geotechnical
challenges. The development of the Cone Penetration Tests (CPTu) has resulted in the …

A Obra Clássica “Grondmechanica” de Keverling Buisman (1940) revisitada: tradução e comentários sobre a sua importância no desenvolvimento da moderna teoria …

N de Souza Campelo - Brazilian Journal of …, 2023 - ojs.brazilianjournals.com.br
A moderna Teoria da Capacidade de Carga de Fundações Superficiais teve seu estudo
inicial no trabalho de 1920 do professor alemão Ludwig Prandtl, intitulado “Über die Härte …