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Foundation analysis and design
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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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On the coefficient of consolidation of compacted soils
K. Prakash,A. Sridharan +1 more
TL;DR: In this article, the authors compared the performance of the conventional G-• t and G-log t methods, in addition to rectangular hyperbola, log G - log t and one point methods, and concluded that the one point method predicts comparable values of cv for compacted soils.
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Pile pinning and interaction of adjacent foundations during lateral spreading
TL;DR: In this article, two parallel, adjacent bridges crossing the Colorado River in Mexico were subjected to a broad field of laterally spreading ground during the 2010 Mw 7.2 El Mayor-Cucapah earthquake, and two-dimensional finite element analyses were used to quantify the influence that the presence of each bridge had on the lateral spreading demand for the opposite bridge.
Journal Article
Study on effect of polyproplene fiber on black cotton soil
Geethu Elsa Thomas,Josy John +1 more
TL;DR: In this article, the effect of polypropylene fiber on improving the strength of black cotton soil was found by conducting unconfined compressive strength test and Atterbergs limit test and comparison of the properties of soil before and after the addition of fibre was made.
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Flexural response of beams on viscoelastic foundations with predictions beyond the loading area
TL;DR: In this article, a generalized analysis and solution procedure for finding the flexural response of beams on viscoelastic foundations is presented, where the foundation soil is modelled as a tension membran...
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The use of out-of-core iterative solvers for large 3D soil problems
TL;DR: Numerical examples confirm the necessity of the developed algorithms for large soil problems and confirm the efficiency of the used iterative solvers.