Enhancing the Lateral Behavior of Piled Rafts Over Soft Clay by Strengthening the Soil and Enlarging the Pile Diameter
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00747-y.pdf
Reference53 articles.
1. Elsawwaf A, El Sawwaf M, Farouk A et al (2023) Restoration of tilted buildings via micropile underpinning: a case study of a multistory building supported by a raft foundation. Buildings. https://doi.org/10.3390/buildings13020422
2. Eltaweila S, Shahien MM, Nasr AM, Farouk A (2021) Effect of soil improvement techniques on increasing the lateral resistance of single piles in soft clay (numerical investigation). Geotech Geol Eng. https://doi.org/10.1007/s10706-020-01534-9
3. Elsawwaf A, El M, Ashraf S et al (2023) Consolidation effect on the behavior of micropiled rafts under combined loading: case study. Arab J Sci Eng. https://doi.org/10.1007/s13369-023-07806-9
4. Richards, Jr. TD, Rothbauer MJ (2004) Lateral Loads on Pin Piles (Micropiles)
5. Elsawwaf A, Nazir A, Azzam W (2022) Assessment of micropiled rafts performance under pure lateral loading. J Eng Res 6:23–28. https://doi.org/10.21608/erjeng.2022.132756.1058
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