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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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Dissertation
Mejoramiento de estratos blandos para desplante de terraplenes para la construcción de una carretera tipo a4.
TL;DR: In this paper, a sounding at 21.00 m depth was carried out to determine the physical and mechanical properties of the subsoil with the purpose of obtaining: stratigraphic model of the site and parameters to carry out the revision of the limit state of failure and of service for the displacement of the earthworks.
Journal ArticleDOI
A General Overview on the Correlation of Compression Index of Clays with Some Geotechnical Index Properties
Satoru Shimobe,Giovanni Spagnoli +1 more
TL;DR: In this paper, the authors analyzed more than 300 data from the literature plotting the compression index against liquid limit, plasticity index, shrinkage index, and the initial porosity of fine-grained soils.
Journal ArticleDOI
Probabilistic analysis of load-settlement response from pile load tests
TL;DR: In this article, the applicability of two non-linear analytical methods to calculate the load-settlement response of piles using actual test data in terms of percentage deviation from the measured capacity is examined.
Journal ArticleDOI
An approach for calculating the vertical ultimate bearing capacity of a shallow circular foundation
TL;DR: In this paper, a new method for the vertical bearing capacity of a shallow circular foundation with the amended formula by combining the limit equilibrium method and the principle of conservation of energy was proposed.
Proceedings ArticleDOI
Response of Strip Foundation on Spatially Random Elastic Foundation under Variable Column Loads
Sumanta Haldar,Dipanjan Basu +1 more
TL;DR: In this paper, a single span footing on spatially random elastic soil is modeled as an Euler- Bernoulli beam resting on a two-parameter foundation, and variable point loads and moments are applied at the two ends of the footing and the statistics of footing responses such as settlement, bending moment and shear force are obtained by Monte Carlo simulations.