Study Shear Strength Characteristics of Gypseous Sandy Soil Using Additives | ||
| Engineering and Technology Journal | ||
| Article 1, Volume 31, Issue 8, June 2013, Pages 1431-1446 PDF (708.49 K) | ||
| DOI: 10.30684/etj.31.8A1 | ||
| Authors | ||
| Hussein H. Karim; T. Schanz; Maha H. Nasif | ||
| Abstract | ||
| The present study investigated the possibility of enhancing collapsible gypseous soil of Al-Qarma site (with relatively high gypsum content around 50%), which is located in Al-Anbar Governorate, using kaolinite and bentonite as additives. The essential idea is concentrated in mixing these additives with natural soil using different percentages (5, 10, 15 and 20% by soil dry weight) to investigate soil shear strength enhancement. The effect of such additives on soil shear strength parameters, cohesion (C) and angle of internal friction (Φ), and their behavior were studied using direct shear test. The results showed that shear strength parameters of soil sometimes increased and then decreased with increasing additives. Generally, higher shear strength parameters have been obtained from bentonite mixed soil than that of kaolinite mixed soil for the same percentages of additives. It was concluded that bentonite was much more effective in increasing C and reducing Φ than kaolinite. While, kaolinite was much more effective in reducing C than bentonite. It was also concluded that gypseous soil shear strength is improved using such additives (with only 5% kaolinite or with only 20% bentonite) which provide cohesion strength to the soil mass and also acts as a binder agent material. | ||
| Keywords | ||
| Gypseous soil; Kaolinite; bentonite; Additives; Shear Strength | ||
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