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Full-Text Articles in Geological Engineering
Numerical Analysis Of Stone Column Installation In Soft Clay: Evaluation Of Dynamic Effects, Saleh I. Rashwan Eng, Waseim R. Azzam Prof, Ahmed M. Nasr Prof
Numerical Analysis Of Stone Column Installation In Soft Clay: Evaluation Of Dynamic Effects, Saleh I. Rashwan Eng, Waseim R. Azzam Prof, Ahmed M. Nasr Prof
Journal of Engineering Research
This study presents a numerical investigation into stone columns’ installation and post-installation behavior in soft clay. A parametric study was conducted to explore excess pore water pressure generation and bearing capacity enhancement. Five stone column configurations were simulated across two radial expansion ratios using the Cylindrical Cavity Expansion (CCE) method implemented in PLAXIS 2D. Results showed that dynamic installation process, simulating vibro-replacement, produced transient stress waves, inducing fluctuations in lateral earth pressure and excess pore water pressure immediately around the column. Moreover, the columns with larger diameters and lengths significantly enhanced the lateral confinement and generated higher excess pore pressures …
Numerical Investigation Of Liquefaction Mitigation In-Sandy Soils Under Earthquake Loading Using Vertical Gravel Drains., Marawan M. Shahien M. Shahein, Ahmed Nasr, Baher Mohamed Abd El Fattah
Numerical Investigation Of Liquefaction Mitigation In-Sandy Soils Under Earthquake Loading Using Vertical Gravel Drains., Marawan M. Shahien M. Shahein, Ahmed Nasr, Baher Mohamed Abd El Fattah
Journal of Engineering Research
Liquefaction is one of the most dramatic defects of granular soil. This phenomenon is mostly observed when loose sand is subjected to a dynamic load or earthquake. In this study, the liquefaction that affected the loose soil evaluated, and some recommendations are introduced. (2-D) Numerical analysis using Plaxis (8.2) was conducted to simulate the behavior of the loose soil under dynamic loads. The studied model was carried out on multi-layers soil supported by stone columns subjected to dynamic loads. It was found that stone columns enhanced the soil behavior and reduced the damage that occurred. Liquefaction of the loose soil …
Ground Settlements Due To Quad Water Tunnel Construction, Marawan M. Shahien M. Shahein, Ehab Ahmed Khalil E.Khalil, Ahmed F. Abd El Kader A. Abd El Kader, Mahmoud Abdulnasser Hodeab M.A.Nasser
Ground Settlements Due To Quad Water Tunnel Construction, Marawan M. Shahien M. Shahein, Ehab Ahmed Khalil E.Khalil, Ahmed F. Abd El Kader A. Abd El Kader, Mahmoud Abdulnasser Hodeab M.A.Nasser
Journal of Engineering Research
Construction of a tunnel under an existing one poses significant geotechnical challenges due to the potential surface and subsurface settlements caused by the new tunnel construction and its impact on the existing tunnel, adjacent buildings, and facilities. The complexity intensifies when multiple adjacent tunnels need to be constructed, such as twin, triplet, quad, or more, as the construction of each tunnel affects the others. This interaction depends on various factors, including the horizontal distance between each tunnel (pillar width), the tunnel's depth and vertical position relative to the existing tunnel (pillar depth), and their influence on surface and subsurface settlement …