An Updated Effective Stress (β HBM ) Method for Predicting Hollow-Bar Micropiles’ Pullout Capacity in Sandy Soils

Author:

Ahsanuzzaman Md.1

Affiliation:

1. Senior Staff Engineer, Terracon Consultants, Inc.; Ph.D. Candidate, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

Publisher

American Society of Civil Engineers

Reference7 articles.

1. Shaft friction of piles in clay, a simple fundamental approach;Burland J. B.;Ground Engineering,1973

2. Johannessen I. J. and Bjerrum I. 1965. Measurement o f the compression o f a steel pile to rock due to settlement o f the surrounding clay. Proc. 6th Int. Conf. in Soil Mech. a n d F ound Engrg. Montreal. Vol. 2. 261–264.

3. Bearing capacity and settlement of pile foundations;Meyerhof G. G.;Journal of Geotechnical Engineering Division,1976

4. Minitab 18 Statistical Software Minitab Inc. is a privately owned company headquartered in State College Pennsylvania USA.

5. FHWA (Federal Highway Administration). 2005. Micropiles Design and Construction. McLean, VA: US Department of Transportation.

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