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All issues Volume 427 (2023) E3S Web Conf., 427 (2023) 01020 References
Open Access

This article has an erratum: [https://doi.org/10.1051/e3sconf/202342701031]

Issue
E3S Web Conf.
Volume 427, 2023
International Conference on Geotechnical Engineering and Energetic-Iraq (ICGEE 2023)
Article Number 01020
Number of page(s) 11
Section Development in Geotechnical Engineering
DOI https://doi.org/10.1051/e3sconf/202342701020
Published online 13 September 2023
  1. Al-Mosawe MJ, Al-Saidi A.A., Jawad FW. Improvement of Soil Using Geogrids to Resist Eccentric Loads. Journal of Engineering. 2008 Dec;14(4):3198-208. [Google Scholar]
  2. Al MosaweMJ, Al Saidi A.A., Jawad FW. Bearing Capacity of Square Footing on Geogrid Reinforced Loose Sand to Resist Eccentric Load. Journal of Engineering. 2010 Jun;16(2). [Google Scholar]
  3. Bachay H.A. and Al-Saidi A.A., The optimum reinforcement layer number for soil under the ring footing subjected to inclined load. Journal of Engineering. 2022 Dec;28(12). [Google Scholar]
  4. Thakare PSW, Shukla AN. Performance of Rectangular Skirted Footing Resting on Sand Bed Subjected to Lateral load. 2016;3(2013):11075-83. [Google Scholar]
  5. Kirtimayee B, Samadhiya NK. Behavior of Loose Geogrid Skirted Square Footing Resting on Reinforced Sand Subjected to Eccentric and Inclined Loading. Indian Geotech J. 2022;52(4):895-906. [CrossRef] [Google Scholar]
  6. Sasikumar A. Behaviour of Circular Skirted Footing Resting on Sea Sand. Int Res J Eng Technol [Internet]. 2008;9001:6–8. Available from: www.irjet.net [Google Scholar]
  7. Pusadkar SS, Tejas Bhatkar M. Behaviour of Raft Foundation with Vertical Skirt Using Plaxis 2d. Int J Eng Res [Internet]. 2013;7(6):20. Available from: www.ijerd.com [Google Scholar]
  8. Saleh NM, Alsaied AE, Elleboudy AM. Performance of Skirted strip footing subjected to eccentric inclined load. Electron J Geotech Eng. 2008;13 F(January 2008). [Google Scholar]
  9. Acosta-Martinez HE, Gourvenec SM, Randolph MF. An experimental investigation of a shallow skirted foundation under compression and tension. Soils Found. 2008;48(2):247-54. [CrossRef] [Google Scholar]
  10. Khatri VN, Debbarma SP, Dutta RK, Mohanty B. Pressure-settlement behavior of square and rectangular skirted footings resting on sand. Geomech Eng. 2017;12(4):689-705. [CrossRef] [Google Scholar]
  11. Satria IF, Susanto A, Listyawan AB. Method to increase ultimate bearing capacity of skirted circular footing Method to Increase Ultimate Bearing Capacity of Skirted. 2018;020013(June 2017). [Google Scholar]
  12. Sajjad G, Masoud M. Study of the behaviour of skirted shallow foundations resting on sand. Int J Phys Model Geotech. 2018;18(3):117-30. [Google Scholar]
  13. Gnananandarao T, Dutta RK, Khatri VN. Model studies of plus and double box shaped skirted footings resting on sand. Int J Geo-Engineering [Internet]. 2020;11(1). Available from: https://doi.org/10.1186/s40703-020-00109-0 [Google Scholar]
  14. Tu Y, Kaya N. INVESTIGATION OF SKIRT EFFECT ON ECCENTRICALLY LOADED. 2021;58(3):215-22. [Google Scholar]
  15. Science E. IOP Conference Series: Earth and Environmental Science Performance of Inclined Skirt Footing: Numerical Analysis Performance of Inclined Skirt Footing: Numerical Analysis. 2021; [Google Scholar]
  16. Bashir K, Shukla R, Jakka RS. Lateral Capacity of Skirted Footing Resting on Level Ground. In: Lecture Notes in Civil Engineering. 2022. [Google Scholar]
  17. Albusoda BS. Impact of eccentricity and depth - to - breadth ratio on the behavior of skirt foundation rested on dry gypseous soil. 2022;546–53. [Google Scholar]
  18. Lepcha ON, Deb P, Pal SK. Parametric Studies on Skirted Foundation Resting on Sandy Soil. Lect Notes Civ Eng. 2023;296:297–309. [CrossRef] [Google Scholar]
  19. Katariya P, Vanza MG. Behaviour of Skirted Foundation Under FEM Approach. 2023;141–53. [Google Scholar]
  20. Aljuari KA, Fattah MY, Alzaidy MNJ. Behavior of circular skirted footing on gypseous soil subjected to water in fi ltration. 2023;1–9. [Google Scholar]
  21. Saha Roy S, Deb K. Bearing Capacity of Rectangular Footings on Multilayer Geosynthetic-Reinforced Granular Fill over Soft Soil. Int J Geomech. 2017;17(9):1-17. [CrossRef] [Google Scholar]
  22. ASTM D6913/D6913M-17 Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. [Google Scholar]
  23. ASTM D3080 / D3080M-11. 2011. “Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.” ASTM International, West Conshohocken, PA, www.astm.org. [Google Scholar]
  24. ASTM D 2049-64. “Standard Test Methods for Calculation of Relative Density.” Annual Book of ASTM standards. American society for testing and materials, Philadelphia, United States, www.astm.org. [Google Scholar]
  25. ASTM D 4254. “Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.” Annual Book of ASTM Standards. American society for testing and materials, Philadelphia, United States, www.astm.org. [Google Scholar]
  26. ASTM D854-14. 2014. “Standard Test Methods for Specific Gravity of Soil Solids by Wat er Pycnometer.” ASTM International, West Conshohocken, PA, www.astm.org. [Google Scholar]
  27. ASTM D 4253. “Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.” Annual Book of ASTM Standards. American Society for Testing and Materials, Philadelphia, United States, www.astm.org. [Google Scholar]
  28. Ornek M. Estimation of ultimate loads of eccentric-inclined loaded strip footings rested on sandy soils. 2013; [Google Scholar]
  29. Krabbenhoft S, Damkilde L, Krabbenhoft K. Bearing Capacity of Strip Footings in Cohesionless Soil Subject to Eccentric and Bearing Capacity of Strip Footings in Cohesionless Soil Subject to Eccentric and Inclined Loads. 2014;(October 2019). [Google Scholar]
  30. Pusadkar SS, Navkar YS. Performance of Square Footing Subjected to Eccentric-Inclined Load. 2016;6890(5):44-6. [Google Scholar]
  31. Halder K, Chakraborty D. ScienceDirect Effect of inclined and eccentric loading on the bearing capacity of strip footing placed on the reinforced slope. 2020;60:791–9. [Google Scholar]
  32. Sharma V, Kumar A. Journal of Rock Mechanics and Geotechnical Engineering Behavior of ring footing resting on reinforced sand subjected to eccentric-inclined loading. J Rock Mech Geotech Eng [Internet]. 2018;10(2):347-57. Available from: https://doi.org/10.1016/j.jrmge.2017.11.005 [CrossRef] [Google Scholar]

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