Effectiveness of Mono Sand Piles in Soft Cohesive Ground
Author:
Affiliation:
1. Department of Civil Engineering, Islamic University of Madinah, Al-Madinah al-Munawwarah 42351, Saudi Arabia
Publisher
MDPI
Link
https://www.mdpi.com/2673-4591/44/1/3/pdf
Reference7 articles.
1. Performance of Rigid Steel Frames under Adequate Soil Conditions Using Seismic Code Provisions;Naqash;Open J. Civ. Eng.,2018
2. Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part II—cyclic/dynamic lateral loading tests;Kementzetzidis;Ocean Eng.,2023
3. Effect of Sand and Sand-Lime Piles on the Behavior of Expansive Clay Soil;Hussein;Adv. Civ. Eng.,2021
4. A full numerical model for the installation analysis of suction caissons in sand;Harireche;Ocean Eng.,2021
5. Performance of a Subgrade-Embankment-Seawall System Reinforced by Drainage PCC Piles and Ordinary Piles Subjected to Lateral Spreading;Chen;Geofluids,2023
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