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Foundation analysis and design

Joseph E. Bowles
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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Citations
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Journal ArticleDOI

Mesure de la déformabilité des sols in situ à l'aide d'un essai de chargement statique d'une pointe pénétrométrique

Hakim Arbaoui, +3 more
- 01 Apr 2006 - 
TL;DR: In this paper, a new method of soil deformability measurement using a penetrometer is presented, which is based on a monotonic static loading test using a Penetrometer.
Journal ArticleDOI

Model tests for observing the deformation characteristics of micropile boreholes during drilling in a soil-limestone mixture

Chunye Ying, +8 more
- 18 Jun 2021 - 
TL;DR: In this paper, the deformation of micropile boreholes during rotary drilling in a compacted soil-limestone mixture (S-LM) was investigated by developing model tests.

Use of whole tires in earth retaining structures

Sadique Hossain, +1 more
Dissertation

A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls

Andrew Graham Holmwood
TL;DR: In this article, the authors evaluated the suitability of rigid inclusions for ground reinforcement of a caisson quay wall functioning as a container terminal and found that for a firm clay subsoil condition the proposed RI ground reinforcement scheme met the foundation performance criteria for this structural application provided (i) strategies to limit lateral loading were implemented and (ii) the RIs were reinforced over the length where they were not fully compressed.
Book ChapterDOI

The Random Finite Element Method (RFEM) in Bearing Capacity Analyses

Gordon A. Fenton, +1 more
TL;DR: In this article, the authors used random field theory and elasto-plastic finite dement analysis to evaluate the extent to which spatial variability and cross-correlation in soil properties (c and ϕ) affect bearing capacity.