Open AccessBook
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 2016-08-08read more
Citations
More filters
Journal ArticleDOI
A Cohesive Interface Model for the Pullout of Inclined Steel Fibers in Cementitious Matrixes
TL;DR: In this paper, a cohesive interface model is proposed to predict the pullout response of inclined fiber, based on the nonlinear behavior of steel fibers and cementitious matrixes, taking into account the bond-slip relationship between the materials.
Journal ArticleDOI
SSI in steel frames subjected to near-fault earthquakes
TL;DR: In this paper, the effect of soil-structure interaction on the inelastic response of two-dimensional steel frames subjected to near-fault earthquakes, which have been recorded near to seismic faults with reverse and strike-slip mechanisms, was investigated.
Journal ArticleDOI
Refined modelling for the lateral buckling of submarine pipelines
Neil Taylor,Aik Ben Gan +1 more
TL;DR: In this paper, a more rational interpretation of submarine pipeline vertical buckling behavior is presented, which provides additional insight into the mechanism of the ‘pop-up’ phenomenon and enables quantitative definition of both the respective critical state and the immediate post-buckling characteristics for the first time.
Journal ArticleDOI
Analysis of piles under oblique pullout load using transparent-soil models
TL;DR: In this paper, an experimental investigation of internal deformation in transparent sand caused by a pile moving under oblique pullout loads using the digital image correlation (DIC) technique is presented.
Journal ArticleDOI
Settlements and stresses of multi-layered grounds and improved grounds by equivalent elastic method
TL;DR: In this paper, an equivalent elastic method was proposed to predict settlements and stresses of multi-layered ground and improved ground. But the method was not able to describe properly the characteristics of distributions for settlements and vertical stresses in multilayered ground.