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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 2016-08-08read more
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Usulan Metoda Perhitungan Interaktif Struktur Pondasi di Atas Tanah Lunak dengan Menyertakan Pengaruh Penurunan Konsolidasi Jangka Panjang
TL;DR: In this article, a method of structural calculation is suggested so that building may undergo uniform settlement as long as the soil consolidation occurs, without causing any damage to the building, and the calculation is performed using a special program with assumption that the induced soil reaction is always to cause uniform settlement.
Advanced analysis of shallow foundations located near slopes
TL;DR: In this paper, the authors used explicit finite different software (FLAC) to numerically model and analyse the behaviors of slopes under foundation loading at an advanced level and used them to validate the previous simplified numerical models of the foundation problem.
Dissertation
Analysis of anchored earth wall supporting soft backfill
TL;DR: In this paper, a parametric study using a finite element method of analysis is undertaken to investigate the behavior of a new type of anchored earth wall system supporting simultaneously constructed roadway, where the authors placed emphasis on the effect of various components of proposed wall system to the deformation patterns and other associated behavior.
Journal ArticleDOI
Correlation Between the Mechanical Behavior of Buried Pipes and Relative Stiffness of the Soil-Pipe System
TL;DR: In this article, a finite element methods analysis was carried out assisted by the software Abaqus to predict the mechanical behavior of the soil-pipe system, and a correlation between deformation/failure and relative stiffness of the system was established.
Journal ArticleDOI
Rapid shearing in a rate‐type soil surrounding a cylindrical cavity
TL;DR: In this paper, a simple rate-type constitutive model was used for the effective stressresponse. But the model was not applied to the case of axial traction on the face of a cylindrical cavity in saturated soil.