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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
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Natural surface rebound of the Bangkok plain and aquifer characterization by persistent scatterer interferometry
Kazuya Ishitsuka,Yo Fukushima,Takeshi Tsuji,Yasuhiro Yamada,Toshifumi Matsuoka,Pham Huy Giao +5 more
TL;DR: In this paper, the authors estimated surface displacements around Bangkok by means of persistent scatterer interferometry with ALOS/PALSAR images acquired from November 2007 to December 2010.
Optimization of Reinforced Concrete Retaining Walls Using Ant Colony Method
TL;DR: A methodology to arrive at optimal design of concrete retaining wall using Ant Colony Optimization algorithm that is a general search technique for the solution of difficult combinatorial problems with its theoretical roots based on the foraging behavior of ants is presented.
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Use of unsaturated small-strain soil stiffness to the design of wall deflection and ground movement adjacent to deep excavation
TL;DR: In this article, the effects of suction-dependent small-strain soil stiffness on the design of wall deflection and ground movements due to a 15m deep excavation in unsaturated soils in Tianjin, China was reported and illustrated.
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Optimised design of jet-grouted raft using response surface method
TL;DR: In this paper, a single JGC has been analyzed by means of 3D finite element (3D FE) analysis accounting for the previously measured actual trial JGC's geometrical variation with depth.
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Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading
TL;DR: In this paper, the authors evaluate the reliability of the American Petroleum Institute (API) backbone curves for the lateral springs and show that they do not capture the major mechanisms involved in soil-pile interaction, and this results in erroneous estimation of pile deflections and bending moments.