Flexural Performance of Drilled Shafts with Minor Flaws in Stiff Clay-Reference-Cited by-同舟云学术

Flexural Performance of Drilled Shafts with Minor Flaws in Stiff Clay

Author:

Sarhan Hazem A.¹,O’Neill Michael W.²,Hassan Khaled M.³

Affiliation:

1. Geotechnical Engineer, Bechtel Corporation, Houston, TX 77056.

2. Cullen Distinguished Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.

3. Associate Professor, Dept. of Civil Engineering, Zagazig Univ., Zagazig, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference22 articles.

1. American Concrete Institute (ACI). (1995). “Building code requirements for reinforced concrete.” ACI 318-95 Detroit.

2. Strength evaluation of a defective reinforced concrete bored pile (drilled shaft).;Anwar N.;Found. Drilling,1996

3. Caisson construction problems and correction in Chicago.;Baker C. N.;J. Soil Mech. Found. Div., Am. Soc. Civ. Eng.,1971

4. Baker C. N. et al. (1993). “Drilled shafts for bridge foundations.” Publ. No. FHWA-RD-92-004 Federal Highway Administration Washington D.C.

5. Deep foundation integrity testing: Techniques and case histories.;Chernauskas L. R.;Civ. Eng. Pract.,1999

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