Geomechanics and Engineering

  • 제36권4호
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  • Pages.329-341
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  • 2024
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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High MSE wall design on weak foundations

  • Mahmoud Forghani (Civil Engineering, Department of Soil and Foundation, School of Civil and Environmental Engineering, Tarbiat Modares University) ;
  • Ali Komak Panah (Department of Soil and Foundation, School of Civil and Environmental Engineering, Tarbiat Modares University) ;
  • Salaheddin Hamidi (Kaboudarahang Faculty of Technology and Engineering, Bu-Ali Sina University)
  • 투고 : 2022.07.25
  • 심사 : 2023.12.11
  • 발행 : 2024.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Retaining structures are one of the most important elements in the stabilization of excavations and slopes in various engineering projects. Mechanically stabilized earth (MSE) walls are widely used as retaining structures due to their flexibility, easy and economical construction. These benefits are especially prominent for projects built on soft and weak foundation soils, which have relatively low resistance and high compressibility. For high retaining walls on weak foundations, conventional design methods are not cost-effective. Therefore, two alternative solutions for different foundation weakness are proposed in this research: optimized multi-tiered MSE walls and single tier wall with foundation improvement. The cost optimization considers both the construction components and the land price. The results show that the optimal solution depends on several factors, including the foundation strength and more importantly, the land price. For low land price, the optimized multi-tiered wall is more economical, while for high land price (urban areas), the foundation improvement is preferable. As the foundation strength decreases, the foundation improvement becomes inevitable.

키워드

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