Journal of Materials and Engineering Structures
Volume 6, Numéro 3, Pages 305-322
2019-09-30
Preloading Of Harbor's Quay Walls To Improve Marine Subsoil Capacity
Authors : Khelalfa Houssam .
Abstract
Preloading is an improvement technique for compressible soils, and has been applied at DjenDjen port in Jijel province, Algeria, as part of its development and expansion. In addition, this treatment to eliminate the risk of wharf caissons instability. Decent number of research and development works of the preloading process in different countries by several authors have been cited, with the aim of justifying our research and results. The objectives are to understand and apprehend the coastal soil preloading method and its application in terms of the sensitivity of the intervening factors on its achievements, and their effect on the behavior of the soil and the marine structure during and after its implementation. Furthermore, a numerical simulation of the real test of the method of treatment is carried out, by the plaxis 2D code in finite elements, also respecting the actual construction phasing of this structure, in order to compare the calculation results with in-situ measurements to validate the numerical models and to check the stability of the harbor structure. A matrix of consolidation process during pre compression is proposed.
Keywords
Quay wall; Preloading; Consolidation matrix; Soil improvement
Les articles similaires
Zouyene Sadek
.
Rajraj Zouhir
.
pages 294-309.
Hemdane Y.
.
Bouhmadouche M.
.
Atroune F.
.
pages 543-552.
Belghiti L
.
Chahlaoui A
.
Bengoumi D
.
El Moustaine R
.
pages 77-89.
Bouchelghoum F
.
Benmebarek N
.
Benmebarek S
.
pages 63-78.
