Discussion of “Critical assessment of pile modulus determination methods” 1Appears in the Canadian Geotechnical Journal, 48(10): 1433–1448 [doi: 10.1139/t11-050].-Reference-Cited by-同舟云学术

Discussion of “Critical assessment of pile modulus determination methods” 1Appears in the Canadian Geotechnical Journal, 48(10): 1433–1448 [doi: 10.1139/t11-050].

Published:2012-05 Issue:5 Volume:49 Page:614-621
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Fellenius Bengt H.¹

Affiliation:

1. 2475 Rothesay Avenue, Sidney, BC V8L 2B9, Canada.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/t2012-027

Reference7 articles.

1. Bradshaw, A.S., Haffke, S., and Baxter, C.D.P. 2012. Load transfer curves from a large-diameter pipe pile in silty soil. In Full-scale testing and foundation design: Honoring Bengt H. Fellenius. ASCE Geotechnical Special Publication 227. Edited by M.H. Hussein, K.R. Massarsch G.E. Likins, and R.D. Holtz. American Society of Civil Engineers, Reston, Va. pp. 590–601.

2. Fellenius, B.H., and Tan, S.A. 2010. Combination of O-cell test and conventional head-down test. In The art of foundation engineering practice. ASCE Geotechnical Special Publication 198. Edited by M.H. Hussein, J.B. Anderson, and W.M. Camp. American Society of Civil Engineers, Reston, Va. pp. 240–259.

3. Static loading test on a 45 m long pipe pile in Sandpoint, Idaho

4. Long-Term Monitoring of Strain in Instrumented Piles

5. Geo Optima Pt. 2011. Instrumented loading test for Holcim Cement Plant near Tuban, East Java, Indonesia. Geo Optima Pt. Company report.

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