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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
Citations
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An experimental study to analyse the behaviour of piled-raft foundation model under the application of vertical load
Vikas Kumar,Arvind Kumar +1 more
TL;DR: In this article, an experimental setup was designed and experiments were conducted on built model for raft foundation and piled-raft foundation in sandy soil at different relative densities, and the results of the experiments conducted on the designed model showed the effectiveness of using piles as settlement reduction measure with the rafts.
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Dynamic analyses and field observations on piles in Kolkata city
TL;DR: In this article, a finite difference based numerical software FLAC3D has been used for simulating the field conditions by simulating similar soil-pile models for each case.
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Approximate computer analysis of pile groups subjected to loads and ground movements
TL;DR: In this article, the authors describe the development of an approximate approach for the analysis and design of piles subjected to axial and lateral loading and also to vertical and horizontal ground movements, which has been implemented via a computer program called EMbankment PIle Group (EMPIG).
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Local and Global Granular Mechanical Characteristics of Grain–Structure Interactions
TL;DR: In this article, the effects of packing density of the sand grains on both the internal and bulk mechanical properties for strip footing interacting with granular soil were studied using particle image velocimetry (PIV) coupled with a high resolution imaging camera.
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Cyclic lateral performance of helical tapered piles in silty sand
Adel Ramzy Fahmy,M. H. El Naggar +1 more
TL;DR: In this article, a spinning cast ductile iron (SCDI) tapered pile fitted with a lower helical plate was proposed to support solar energy panels, and the cyclic lateral performance of the pile was evaluated.