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Foundation analysis and design

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TLDR
In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.
Abstract
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08

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Methods for achievement uniform stresses distribution under the foundation

TL;DR: In this article, the effect of structure elements stiffness or the reaction between the foundation and the other elements is considered in preparation of the soil investigation and the soil report for any project which take only the loads transferred from the structure or assumed uniform distribution and do not take into consideration the effect on the foundation.

Evaluation of Subgrade Modulus and Bearing Capacity with Large Scale Field Tests on Geogrid-Reinforced Granular Fill over Clay Soil

TL;DR: In this article, the effects of replacing natural clay soil with stronger granular fill layer and single-multiple layers of geogrid reinforcement were evaluated using large-scale field tests.
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Non-invasive Geological Methods for Solving Geotechnical Problems of Slope Stability: Case Study

TL;DR: In this paper, the soil geotechnical conditions for the foundation of civil structures are evaluated, through the application of geophysical techniques (vertical electrical probes) and geochemical (analysis of stable isotopes of water), to recognize the hydrogeological conditions of the subsoil.
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Non Linear Time History Analysis of Tall Steel Tower Considering Soil Structure Interaction

TL;DR: In this paper, the effect of soil structure interaction on the performance of tall towers resting on three different type of soil that is hard soil, medium soil and soft soil is studied. And the effects of this soil on seismic response is investigated.
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Behavior of piles during soil consolidation

TL;DR: In this article, the authors present a study on the behavior of pile during soil consolidation and analyze the negative skin friction and the location of the neutral plane on a single pile embedded in clay.