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    Proceedings of the 7thSaudi Engineering Conference (SEC7)

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    References, Chapter 11.1. McGraw-Hill Dictionary of Scientific and Technical Terms, 4

    thEdition, S. P. Parker editor-

    in-Chief, New York, 1989.

    References, Chapter 22.1. Jordanian Code for Site Investigation, 1

    st Edition, Ministry of Housing and Public Works,

    Jordanian National Building Council, 1992.

    2.2. Hunt R. E. Geotechnical Engineering Investigation Manual, McGraw-Hill Book Company,New York, 1984.

    References, Chapter 33.1. Structural Code, Royal Commission for Jubail and Yanbu, 1986.

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    Proceedings of the 7thSaudi Engineering Conference (SEC7)

    3.2. Amendment to the 2003 International Building Code, City of Las Vegas.

    References, Chapter 44.1. Jordanian Code for Footings, Foundations, and Retaining Walls, 1

    stEdition, Ministry of

    Housing and Public Works, Jordanian National Building Council, 1992.

    4.2. Arab Code for Soil Mechanics and Foundation Design and Construction: Part 3 ShallowFoundations, Arab League, Council of Ministers for Housing and Development, 1997.

    References, Chapter 55.1. Jordanian Code for Footings, Foundations, and Retaining Walls, 1

    st Edition, Ministry of

    Housing and Public Works, Jordanian National Building Council, 1992.

    References, Chapter 77.1. Design Manual 7.02, Foundations and Earth Structures, Naval Facilities EngineeringCommand, 200 Stovall Street, Alexandria, Virginia, 1986.

    7.2. EM 1110-2-2502, Design and Construction of Retaining and Flood Walls, US Corps ofEngineers, 1989.

    7.3. Bowles, J. E., Foundation Analysis and Design, 3rd

    Edition, McGraw-Hill Book Company,New York, 1982.

    7.4. Foundation Engineering Handbook, Winterkorn, H. F. and Fang H. Eds., Van NostrandReinhold Company, New York, 1975.

    References, Chapter 88.1. ACI Committee 336.2R-88, Suggested Analysis and Design Procedures for CombinedFootings and Mats, American Concrete Institute, Farmington Hills, MI, 1993.

    8.2. Bowles, J. E., Foundation Analysis and Design, 3rd

    Edition, McGraw-Hill Book Company,New York, 1982.

    8.3. Foundation Engineering Handbook, Winterkorn, H. F. and Fang H. Eds., Van NostrandReinhold Company, New York, 1975.

    8.4. ACI Committee 318M-02, Building Code Requirements for Structural Concrete ACI 318M-02 and Commentary ACI 318RM-02, American Concrete Institute, Farmington Hills, MI, 2003.

    References, Chapter 99.1. TM 5-818-7 Foundations in Expansive Soils, Technical Manual, Headquarters,Department of the Army, 1983.

    9.2. Southern Nevada Building Code Amendments, by Jurisdiction of Clark City, City of LasVegas, Boulder City, City of Mequite, North Las Vegas and City of Henderson, 1997.

    9.3. Criteria for Selection and Design of Residential Slabs-on-Ground, Building ResearchAdvisory Board, National Academy of Sciences, Washington D.C., 1968.

    9.4. Nelson, J. D. and Debora J. M. Expansive Soils: Problems and Practice in Foundationand Pavement Engineering, John Wiley and Sons, Inc. 1992.

    9.5. Dhowian, A. W., Erol, O. and Yousef, A. "Evaluation of Expansive Soils and FoundationMethodology in the Kingdom of Saudi Arabia", King Abdulaziz City for Science & Technology,Report No. 32, 1990.

    9.6. Chen, F. H. Foundations on Expansive Soils, Developments in GeotechnicalEngineering, Elsevier Scientific Publishing Company, 1975.

    9.7. Jordanian Code for Footings, Foundations, and Retaining Walls, 1st Edition, Ministry of

    Housing and Public Works, Jordanian National Building Council, 1992.

    9.8. ACI Committee 318M-02, Building Code Requirements for Structural Concrete ACI 318M-

    02 and Commentary ACI 318RM-02, American Concrete Institute, Farmington Hills, MI, 2003.

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    9.9. Recommended Practice for the Design of Residential Foundations, Final Draft Document,ASCE, Texas Section, 2002.

    9.10. Amendment to the 2003 International Building Code, City of Las Vegas.

    References, Chapter 1013.1. Building Regulation for Eastern Arriyadh sensitive soils, (BREA), Arriyadh DevelopmentAuthority, 1996.

    13.2. ACI Committee 318M-02, Building Code Requirements for Structural Concrete ACI318M-02 and Commentary ACI 318RM-02, American Concrete Institute, Farmington Hills, MI,2003.

    13.3. Bowels, J. E. Foundations Analysis and Design, 3rd

    Edition, McGraw Hill BookCompany, 1982.

    13.4. Das, B. M. Principles of Foundation Engineering, PWS Engineering, 1984..

    13.5. Arab Code for Soil Mechanics and Foundation Design and Construction: Part 3 ShallowFoundations, Arab League, Council of Ministers for Housing and Development, 1997.

    References, Chapter 1111.1. Trenter, N. A.. Some Geotechnical Problems in the Middle East, Keynote Paper, FirstRegional Conference in Civil Engineering, Bahrain, p.29, 1989.

    11.2. James, A. N. and Little, A. L. Geotechnical Aspects of Sabkha at Jubail, Saudi Arabia,Quarterly Journal of Engineering Geology, Vol. 27, pp. 83-121, 1994.

    11.3. Structural Code, Royal Commission for Jubail and Yanbu, 1986.

    11.4. Akili, W. and Torrance, J. K. The Development and Geotechnical Problems of Sabkha,with Preliminary Experiments on the Static Penetration Resistance of Cemented Sands,Quarterly Journal of Engineering Geology, Vol. 14, pp. 59-73, 1981.

    11.5. Al-Amoudi, O. S. B. A Review of the Geotechnical and Construction Problems in Sabkha

    Environment and Methods of Treatment. The Arabian J. for Science and Engineering, Vol. 20,No. 3, pp. 407-432, 1995.

    11.6. Dhowian, A. W. and Erol, A. O. Ground Conditions and Associated Structural Problemsin Tabuk and Jazan Regions, Final Report AR.-8-106, King Saud City for Science andTechnology (KACST), 1993.

    11.7. ACI Committee 318M-02, Building Code Requirements for Structural Concrete ACI318M-02 and Commentary ACI 318RM-02, American Concrete Institute, Farmington Hills, MI,2003.

    References, Chapter 1212.1 SAES-Q-007 Foundations and Supporting Structures for Heavy machinery, SaudiAramco Engineering Standards, Onshore Structure Standards Committee, 2003.

    References, Chapter 1313.1. ACI Committee