Publications

1.     Al-Karni A. A. (1985). "Stresses and Displacements around Underground Openings." B.S. Graduation Project, Civil Engineering, King Saud University, Riyadh, Saudi Arabia.

2.       Al-Karni A. A. (1989). “The Application of the BFGS Quasi-Newton Method to Slope Stability Analysis." M.S. Thesis, University of Arizona, Tucson, Arizona 85712, USA.

3.      Al-Karni A. A. (1993). "Seismic Settlement and Bearing Capacity of Shallow Footing on Cohesionless soil." Ph.D. Dissertation, University of Arizona, Tucson, Arizona 85712, USA.

4.       Budhu, M., Neelakantan, G., and Al-Karni, A. A., (1991). "Effect of Test Apparatus Boundaries on Shaking Table Results". Proceedings, Intr. Conf. Earthquake, Blast & Impact, Measurements and Effect of Vibrations, Society for Earthquake and Civil Engineering Dynamic, UMIST, Manchester, UK.

5.       Budhu, M., and Al-Karni, A. A., (1993). "Seismic Bearing Capacity of soils." Geotechnique, Vol. 43 , No. 1 , pp. 181-187.

6.       Budhu, M., and Al-Karni, A. A. (1994). "Seismic Bearing Capacity of soils." Discussion, Geotechnique, Vol. 44 , No. 4 , pp. 185-188.

7.      Al-Karni, A. A., and Budhu, M., (1994). "Seismic Settlement of Shallow Footings on Sand." Vertical and Horizontal Deformations of Foundations and Embankments, Geotechnical Special Publication No. 40, Settlement' 94, College Station, USA, pp. 748-759.

8.      Al-Karni, A. A. (1995). "An Experimental Study on the Stability of Foundations Due to Water Flowing From Broken Underground Pipelines." The Int. Conf. on Earthquake Engineering, Amman, Jordan, pp.482-492.

9.       Al-Karni, A. A. (1997). "Stability of Saturated Cohesionless Soil Layer Due to Flowing of Water from Broken Underground Pipeline." The Eight Int. Conf. on Soil Dynamic and Earthquake Engineering, Istanbul, Turkey, pp. 230-231.

10.   Talal O. Al-Refeai and Awad A. A. (1999)." Experimental Study on the Utilization of Cement Kiln Dust for Ground Modification." J. King Saud University, Vol. 11, Eng. Sci. (2), pp. 217-232.

11.   Awad A. A., (2000). “Stability of Saturated Cohesionless Soil Layer due to Water Flowing From Broken Underground Pipeline." J. King Saud University, Vol. 12, Eng. Sci. (1),  pp. 27-44.

12.  Awad A. Al-Karni, and Mosleh A. Al-Shamrani, (2000)." Study of the Effect of Soil Anisotropy on Slope Stability Using method of Slices." Computers and Geotechnics, United Kingdom, Vol. 26, No. 2,  pp. 83-103.

13.  Awad A. Al-Karni, (2000)." Study of Influence of Water Flowing from Broken Underground Pipeline on Stability of Saturated c-f Soil Layer." Scientific Journal for Civil Engineering, Al-Azhar University, Egypt, vol. 22, N0. 1, pp. 1-30.

14.   Al-Karni, A. A., and Budhu, M. (2001).” An Experimental Study of Seismic Bearing Capacity of Shallow Footings”, Proceeding of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, Document Id: 9.03.

15.   Al-Karni, A. A., (2001).” Shear Strength Reduction Due to Excess Pore Water Pressure”. Proceeding of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego Document Id: 9.12.

16.   Al-Karni, A. A., (2001).”Design Charts for Seismic Bearing Capacity Of Shallow Footings”, Proceeding of First Saudi Symposium on Earthquake Engineering, Riyadh.

17.   Alshenawy, A. O. and Al-Karni A. A., (2005). "Derivation of Bearing Capacity Equation for a Two Layered System of Weak Clay Layer Overlaid by Dense Sand Layer" Pertanlka Journal of Science and Technology, University Putra Malaysia, Malaysia, Vol. 13, No. 2.

18.   Al-Karni, A. A., (2006).” Effect of Pore Water Pressure on Stress- Strain Characteristics of Dense Sand”, ASCE Geotechnical Special Publication No. 150,  Soil and Rock Behavior and Modeling , Proceedings of Sessions of GeoShanghai International Conference 2006, Shanghai, China, June 6 to 8, pp. 35-41

19.  عوض القرني وآخرين (2005). " تقويم أداء أعضاء هيئة التدريس بجامعة الملك سعود". سجل المؤتمر القومي السنوي  الثاني عشر" الرابع العربي" لمركز تطوير التعليم الجامعي ، جامعة عين شمس. ص ص 357-372.

20.   Al-Karni, A. A., and Alshenawy, A. O.  (2006).” Modeling of Stress- Strain Curves of Drained Triaxial Test on Sand”, American Journal of Applied Sciences 3(11): 2108-2113.

21.   Al-Karni, A. A., (2006). “Prediction of the Stress-Strain Curve of Sand under the Effect of Pore Water Pressure.” Electronic Journal of Geotechnical Engineering, Volume 11, 2006 — Bundle D.

22.   Al-Karni, A. A. (2007). “Evaluation of Liquefaction Potential of the Soil of Jazan City in the Southwest of Saudi Arabia.” International Engineering Congress, Penang, Malaysia, pp. 327-334.