[
[1] AL-ANI, M. M. - SELEAM, S. N.: Effect of initial water content and soaking pressure on the properties of gypseous soils. Al-Muhandis Journal – Iraqi Engineering Union, Vol. 116, 1993, pp. 3-12.
]Search in Google Scholar
[
[2] AL-DILAIMY, F. K.: The effect of gypsum content on the strength and deformation of remolded clay. MSc thesis – College of Engineering – University of Salah Al-Dean, 1989.
]Search in Google Scholar
[
[3] ZAKARIA, W. A.: Permeability of Gypseous soil, MSc thesis. Building and Construction Engineering Dept., Univesrity of Technology, Baghdad, 1995.
]Search in Google Scholar
[
[4] AL-JUMAILY, F. A. - AL-DILAIMY, F. K.: Effect of gypsum content on shearing strength of a compacted clayey soil. Conference of Soil Mechancis at Mosul Univesrity, 1997.
]Search in Google Scholar
[
[5] AL-BUSODA, B. S.Z.: Studies on the behavior of gypseous soil and its treatment during loading, MSc thesis. College of Engineering, University of Baghdad, 1999.
]Search in Google Scholar
[
[6] AL-NEAMI, M. A.: Effect of additives on mechanical properties of gyseous soils, MSc thesis. Building and Construction Engineering Dept., University of Technology, Baghdad, 2000.
]Search in Google Scholar
[
[7] MAHDI, B. O.: Some engineering aspects of gyppseous soils, PhD thesis. College of Engineering, University of Baghdad, 2004.
]Search in Google Scholar
[
[8] AL-MUFTY, A. A. – NASHAT, I. H.: Gypsum content determination in gypseous soils and rocks. 3rd International Jordanian Conf. on Mining, Vol. 2, 2000, pp. 500-506.
]Search in Google Scholar
[
[9] ASTM Designation D7015 – 13: Standard Practices for Obtaining Intact Block (Cubical and Cylindrical) Samples of Soils.
]Search in Google Scholar
[
[10] EARTH MANUAL, U. S. Department of the interior bureau of reclamation, 3rd edition, 1998, 313.
]Search in Google Scholar
[
[11] BRITISH STANDARD INSTITUTION: Methods of testing soils for civil engineering purposes. BS., 1973, p. 1377.
]Search in Google Scholar
[
[12] HANSEN, J. B.: A General formula for bearing capacity. Danish Geotechnical Institues, Vol. 11, 1961, pp. 38-46.
]Search in Google Scholar
[
[13] HUSSEIN, M. A.: Behavior of rectangular footing subjected to gypseous soils under inclinded – eccentric loads, MSc thesis. College of Engineering, Tikrit University, Iraq, 2010.
]Search in Google Scholar
[
[14] TAWFEQ, S. S.: Performance of geosynthetics to improve gypseous soils, MSc thesis. College of Engineering, Tikrit University, Iraq, 2009.
]Search in Google Scholar
