Advanced Sheet Pile Curtain Design: Case Study of Cotonou East Corniche
- 1 Laboratory of Testing and Studies in Civil Engineering (L2EGC), National University of Science, Technology, Engineering, and Mathematics (UNSTIM), Abomey, Benin
- 2 Department of Civil Engineering, Higher National School of Public Works (ENSTP), Abomey, Benin
- 3 Department of Civil Engineering, Higher National School of Public Works (ENSTP), Abomey, Benin
- 4 Department of Civil Engineering, Higher National School of Public Works (ENSTP), Abomey, Benin
Abstract
This paper delves into the critical aspects of sheet pile walls in civil engineering, highlighting their versatility in soil protection, retention, and waterproofing, all while emphasizing sustainability and efficient construction practices. The paper explores two fundamental approaches to sheet pile design: limit equilibrium methods and numerical techniques, with a particular focus on finite element analysis. Utilizing the robust PLAXIS 2016 calculation code based on the finite element method and employing a simplified elastoplastic model (Mohr-Coulomb), this study meticulously models the interaction between sheet pile walls and surrounding soil. The research offers valuable insights into settlement and deformation patterns that adjacent buildings may experience during various construction phases. The central objective of this paper is to present the study’s findings and recommend potential mitigation measures for settlement effects on nearby structures. By unraveling the intricate interplay between sheet pile wall construction and neighboring buildings, the paper equips engineers and practitioners to make informed decisions that ensure the safety and integrity of the built environment. In the context of the Cotonou East Corniche development, the study addresses the limitations of existing software, such as RIDO, in predicting settlements and deformations affecting nearby buildings due to the substantial load supported by sheet pile walls. This information gap necessitates a comprehensive study to assess potential impacts on adjacent structures and propose suitable mitigation measures. The research underscores the intricate dynamics between sheet pile wall construction and its influence on the local environment. It emphasizes the critical importance of proactive engineering and vigilant monitoring in managing and mitigating potential hazards to nearby buildings. To mitigate these risks, the paper recommends measures such as deep foundations, ground improvement techniques, and retrofitting. The findings presented in this study contribute significantly to the field of civil engineering and offer invaluable insights into the multifaceted dynamics of construction-induced settlement. The study underscores the importance of continuous evaluation and coordination between construction teams and building owners to effectively manage the impacts of sheet pile wall construction on adjacent structures.
- Delattre, L. and Marten, S. (2003) Un siècle de méthodes de calcul d’écrans de soutènement. II. Les approches empiriques et semi-empiriques. Bulletin des laboratoires des ponts et chaussées.
- Balay, J. (1984) Recommandations pour le choix des paramètres de calcul des écrans de soutènement par la méthode aux modules de réaction. Laboratoire Central des Ponts et Chausees (LCPC).
- Dysli, M., Fontana, A. and Rybisar, J. (1979) Enceinte en paroi moulée dans des limons argileux: Calculs et observations. Comptes rendus, Septième congrès européen de mécanique des sols et des travaux de fondations, Vol. 3, Brighton, Angleterre, 197-205.
- Potts, D.M. and Fourie, A.B. (1984) The Behaviour of a Propped Retaining Wall: Results of a Numerical Experiment. Géotechnique, 34, 383-404. https://doi.org/10.1680/geot.1984.34.3.383
- Jardine, R.J., Potts, D.M., Fourie, B. and Burland, B. (1986) Studies of the Influence of Non-Linear Stress Strain Characteristics in Soil-Structure Interaction. Géotechnique, 36, 377-396. https://doi.org/10.1680/geot.1986.36.3.377
- Delattre, L. (2001) Un siècle de méthodes de calcul d’écrans de soutènement. I. L’approche par le calcul-les methodes classiques et la methode au coefficient de reaction. Bulletin des laboratoires des ponts et chaussées, 234, 35-55. https://trid.trb.org/view/958165
- Coulomb, C.A. (1776) Essai sur une application des règles de maximis et minimis a quelques problèmes de statique relatifs à 1’architecture. De l’Imprimerie Royale, Paris. https://doi.org/10.1051/geotech/2023019
- Boussinesq, J. (1882) Note sur la détermination de l’épaisseur minimum que doit avoir un mur vertical, d’une hauteur et d’une densité données, pour contenir un massif terreux, sans cohésion, dont la surface est horizontal. Annales des Ponts et Chaussées, 3, 623-643.
- Rankine, W.J.M. (1857) II. On the Stability of Loose Earth. Philosophical Transactions of the Royal Society of London, The Royal Society London, 147, 9-27. https://doi.org/10.1098/rstl.1857.0003
- Sonja, M. (2005) étude expérimentale et méthodologique sur le comportement des écrans de soutènement. LCPC.
- Terzaghi, K.V. (1943) Theoretical Soil Mechanics. John Wiley & Sons, New York. https://doi.org/10.1002/9780470172766
- Peck, B.B. (1969) Deep Excavations and Tunnelling in Soft Ground. 7th ICSMFE, 4, 225-290.
- Terzaghi, K.V. (1943) Liner-Plate Tunnels on the Chicago (II) Subway. Transactions of the American Society of Civil Engineers, 108, 970-1007. https://doi.org/10.1061/TACEAT.0005664