An Experimental Study Evaluating the Negative Skin Friction on Single and Group of Close-ended Circular Pipe Piles Embedded in Gypseous Soil

Author:

Mohsen Abeer. H.,Albusoda Bushra S.ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference43 articles.

1. Abd-Alhameed, H.J., Albusoda, B.S.: Impact of eccentricity and depth-to-breadth ratio on the behavior of skirt foundation rested on dry gypseous soil. J. Mech. Behav. Mater. 31(1), 546–553 (2022). https://www.degruyter.com/document/doi/10.1515/jmbm-2022-0057/html?lang=en

2. Abdrabbo, F.M., Ali, N.A.: Behaviour of single pile in consolidating soil. Alex. Eng. J. 54(3), 481–495 (2015). https://doi.org/10.1016/j.aej.2015.05.016

3. Al-Damluji, O.A.F.S., Albusoda, B.S., Ali, A.H.: Performance evaluation of a model pile in gypseous soil. In: The 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (16ARC 2019) (No. 64, pp. 14–18) (2019)

4. Al-Mufty, A.A.: Effect of gypsum dissolution on the mechanical behavior of gypseous soils. Unpublished Ph. D. Thesis. Civil Eng. Dep., University of Baghdad, Baghdad (1997)

5. Al-Mufty, A.A., Nashat, I.H.: Gypsum content determination in gypseous soils and rocks. In: 3rd International Jordanian Conference on Mining, vol. 2, pp. 485–492 (2000)

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