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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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Journal ArticleDOI
Parametric Study of R C Frames with Raft Foundation Considering Soil Structure Interaction
S. S. Patil,S S Dyawarkonda +1 more
TL;DR: In this article, the effect of soil flexibility on the performance of the building frames resting on a raft foundation was analyzed using the equivalent static method (ESM) in accordance with IS1893-2002.
Journal ArticleDOI
Sensitivity analysis of short piles embedded in homogeneous soil. Part II (numerical investigations)
TL;DR: In this article, the authors deal with sensitivity investigations of short steel piles subject to a bending type of load, where the pile structures are embedded in homogeneous sand and clayey soil modelled as a one-dimensional structural element supported by the Winkler type foundation.
Book ChapterDOI
Stange Overpass: Finite Element Model Updating of an Unconventional Railway Bridge
Emrah Erduran,Kltigin Demirlioglu,Albert Lau,Kameran Aziz,Ian Willoughby,Endre Hyldmo,Tomislav Arsenovic,Enzo Martinelli +7 more
TL;DR: In this article, a finite element model that correctly and reliably models the dynamic behavior of the Stange Overpass under various environmental and loading conditions is presented. But the model is not suitable for the Dovre line.
Journal ArticleDOI
Suitability of brick kiln waste as a stabilizer for clayey soils
TL;DR: In this article, an experimental program was carried out to stabilize clayey soil with the BKW ranging from 5 to 40%, and basic geotechnical tests were performed on the clay-ey soil blended with the brick kiln waste.
Dissertation
Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement
TL;DR: In this article, a finite element analysis was performed using RISA 3D and Abaqus to assess the level of distress in the bridge due to the continuous differential settlement as a result of the active sinkhole deep in the soil under the bridge.