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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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A Non-Linear Method to Estimate Elastic Settlement of Shallow Foundations Using Small-Strain Stiffness
TL;DR: In this paper, a power law equation between normalized shear modulus and shear strain was presented to estimate the settlement of shallow foundation on granular soils and a new method in terms of small-strain stiffness was suggested based on elasticity theory and proposed equation.
Proceedings ArticleDOI
Passenger Protection Performance of Breakaway Type Posts Made of High Anti-Corrosion Steel Materials
TL;DR: In this paper, a finite element simulation study was performed to gain an insight about the crash test details, and the numerical results for various parameters were verified by comparing different material models with internal energy distribution occurred in the breakaway type posts from the crash simulation.
Book ChapterDOI
Seismic Design of Shallow and Deep Foundations
TL;DR: In this article, the authors deal with the design of shallow and deep foundation under seismic load and propose an increase in allowable bearing capacity of soil by about 25% under a combination of shallow foundations and deep foundations.
Use of analytic hierarchy process (AHP) for solving traffic issues due to ad-hoc urban planning
TL;DR: In this paper, a case study of Galaha Junction to Gatabe Roundabout in Kandy-Colombo road (AA 001) was selected as the case study area to identify the causes for traffic congestion and to seek for possible solutions.
Journal ArticleDOI
A Mechanistic Pullout Model for GRS Walls Under Kinematic Consideration
Shantanu Patra,Jagadish T. Shahu +1 more
TL;DR: In this article, a modified mechanistic model is presented to study the pullout responses of geosynthetic reinforced soil walls, and the analysis is performed using a linear-elastic subgrade based on Pasternak model and the resulting second order differential equations in nondimensionalized form are solved applying the finite difference method with the proper boundary conditions.