Challenges and Innovations in Deep Excavation in Urban Areas: Integrated Design and Construction Practices
DOI:
https://doi.org/10.64862/Keywords:
Deep excavation, Soil nail walls, Numerical modeling, Real-Time monitoring, Load relaxation factor, Hybrid support systems, Urban geotechnicsAbstract
The rapid pace of urbanization and demand for high-rise developments have intensified the need for deep excavations to accommodate underground infrastructure. Executing such projects in dense urban areas is challenging due to complex soil–structure interactions, limited space, nearby lifelines, and strict deformation control requirements. Conventional support-of-excavation (SOE) systems often fall short under these conditions. This paper presents an integrated design and construction methodology combining field data, numerical modeling, and real-time monitoring to address these challenges. Case studies from Tehran with excavation depths of 19.5–43 m highlight key innovations in soil nail wall systems and hybrid shoring. A major finding is that post-construction deformations, often underestimated, can rise by 69–222% beyond initial values, exceeding standard guidelines. Incorporating a Load Relaxation Factor (LRF) into PLAXIS 2D analysis improves prediction accuracy, while AI-assisted monitoring and adaptive design enable safer, more economical, and sustainable deep excavation solutions in complex urban settings.
References
Lazarte, C. A., Robinson, K., Gómez, J., Baxter, W., Cadden, A., and Berg, R. (2003). Soil nail walls reference manual (FHWA-IF-03-017). Federal Highway Administration.
Peck, R. B. (1969). Advantages and limitations of the observational method in applied soil mechanics. In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering (Vol. 1, pp. 225–290). Mexico City, Mexico.
Yasrebi, S., Nasrollahi, N., and Teimourzadegan, S. (2022). Investigation of long-term performance of soil-nailed walls in deep excavations. International Journal of Geotechnical Engineering, 16 (4), 450–463.
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