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Foundation analysis and design

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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Journal ArticleDOI

Comparative Influences of Precipitation and River Stage on Groundwater Levels in Near-River Areas

TL;DR: In this paper, the authors investigated the influence of precipitation and river stage on the sustainable performance of foundations of various urban buildings and infrastructures, as GWL causes changes in the stress state within soil.
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A review on the angle of repose of granular materials

TL;DR: In this paper, an extensive review about the angle of repose angle theory, its definitions, method of measurements, appropriate applications and the influencing factors are presented. But, the authors do not consider the effect of the inter-particle properties of granular materials.
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Science and empiricism in pile foundation design

Mark Randolph
- 01 Dec 2003 - 
TL;DR: In this article, the authors address the degree of confidence we can now place on the conceptual and analytical frameworks for estimating pile capacity, and on the quantitative parameters required to achieve a design, restricted to driven piles in clays and siliceous sands.
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Bearing-capacity prediction of spatially random c ϕ soils

TL;DR: This paper used random field theory and elasto-plastic finite element analysis to evaluate the extent to which spatial variability and cross-correlati cation is associated with spatially varying shear strengths.
Journal ArticleDOI

Piled raft foundations: design and applications

Harry G. Poulos
- 01 Mar 2001 - 
TL;DR: In this paper, the authors discuss the philosophy of using piles as settlement reducers and the conditions under which such an approach may be successful and some of the characteristics of piled raft behavior are described.