Open AccessBook
Foundation analysis and design
Reads0
Chats0
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 2016-08-08read more
Citations
More filters
Book ChapterDOI
Multibody Analysis of Axially Elastic Rod Chains
TL;DR: In this paper, the problem of analyzing the motion history of axially elastic rods in hydraulic hammers, pilers and percussive drills has been investigated and the feasibility of these methods in solving wave propagation problems in multi-rod systems with nonlinearly behaving rod-rod interfaces was investigated and evaluated.
Proceedings ArticleDOI
Cone Penetration Based Probabilistic Assessment of Shallow Foundation Settlement
TL;DR: In this paper, the authors developed a method that will assist in the process of calibration of load and resistance factors (reliability-based design) for service limit state based on cone penetration test (CPT) results.
Dissertation
Modélisation du comportement des plaques reposant sur sol élastique par la méthode des éléments finis
TL;DR: The authors decrit le comportement de l’ensemble sol structure schematise par le modele de plaque reposant sur un sol elastique, and determine les deflections ainsi que les moments de flexion de l'ensemble plaque-sol.
Book ChapterDOI
Sheet-Pile Bulkheads
TL;DR: Sheet-pile bulkheads are commonly used in marine engineering and have proven to be a viable and economical solution to waterfront construction, where the wall height does not exceed 18-20 m and the foundation soil permits pile-driving as discussed by the authors.
Numerical study on effect of a suspended boulder in soil matrix on a domestic foundation
TL;DR: In this article, the authors assumed that an undetected large size boulder, has a sharp edge and projecting upwards making a "point force or a point reaction", and exists directly under domestic footing, and in this way the problem is analyzed numerically in FE method using STAAD-Pro/2004 program.