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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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Three-dimensional numerical analysis on seismic behavior of soil-piled raft-structure system
TL;DR: In this paper, the authors investigated the seismic behavior of piled raft foundation supporting structural system embedded in very soft clay encompassing variations of different influential parameters, such as flexibility of raft, pile spacing to diameter ratios, and asymmetry in pile length.
Effect of ballast contamination on the behaviour of track substructure
TL;DR: In this article, a series of large scale hydraulic conductivity and triaxial tests were performed to study the influence of contamination of ballast on its drainage and shear strength characteristics.
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An Empirical Method for Analysis of Load Transfer and Settlement of Single Piles
TL;DR: In this article, an empirical method is developed for estimating the load transfer and deformation of drilled, in situ formed piles subjected to axial loading, which can be used to predict the load-settlement and axial force distribution in piles.
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SoilEngineering: A Microsoft Excel ® spreadsheet © program for geotechnical and geophysical analysis of soils
TL;DR: SoilEngineering as discussed by the authors is a user-friendly, interactive Microsoft Excel^(R) spreadsheet program for the geotechnical and geophysical analysis of soils, which provides the user with an opportunity to undertake soil static and dynamic load analysis.
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Dynamic analysis of non-homogeneous concrete blocks mixed by SiO2 nanoparticles subjected to blast load experimentally and theoretically
TL;DR: In this article, a non-homogenous concrete block is made from two concrete blocks filled by barite, where the concrete blocks are reinforced by SiO2 nanoparticles where the Mori-Tanaka model is used for calculating the effective material properties of the structure.