Evaluation of Design Parameters (α and β) for Open-Ended Instrumented Test Pile-Reference-Cited by-同舟云学术

Evaluation of Design Parameters (α and β) for Open-Ended Instrumented Test Pile

Author:

Haque Md. Nafiul¹²³,Abu-Farsakh Murad Y.¹²³,Nickel Chris¹²³

Affiliation:

1. Postdoctoral Researcher, Louisiana Transportation Research Center, Baton Rouge, LA 70808.

2. Research Professor, Louisiana Transportation Research Center, Louisiana State Univ., Baton Rouge, LA 70808.

3. Geotechnical Engineering Manager, Dept. of Transportation and Development, Baton Rouge, LA 70804.

Publisher

American Society of Civil Engineers

Link

Reference7 articles.

1. Shaft friction of piles in clay;Burland J. B.;Ground Eng.,1973

2. Bearing capacity of driven piles in sand, the NGI approach;Clausen C. J. F.;Proc. of Int. Symp. on Frontiers in Offshore Geotechnics, Perth,2005

3. Fellenius B. H. (2015). "Basics of foundation design." Electronic edition. Available at www.Fellenius. Net.

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