Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities



Download 6.03 Mb.
View original pdf
Page156/205
Date29.05.2022
Size6.03 Mb.
#58903
1   ...   152   153   154   155   156   157   158   159   ...   205
hif18031
Soldier Rev B
Geotechnical and Geoenvironmental Engineering,
Vol. 129(5), ASCE, Reston, VA.
Ashour, M, and Norris, GM. Lateral Loaded Pile/Shaft Response in Liquefied Soil and Anticipated Lateral Soil Spreading Bridge Research Conference 2005, California Dept. of Transportation, Sacramento, CA, Oct. 31 – Nov. 1: 6-504.
Ashour, M. and Norris, G. 2006. "Discussion of Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading by Thomas J. Weaver, Scott A. Ashford, and Kyle M. Rollins" Journal
of Geotechnical and Geoenvironmental Engineering,
Vol. 132(9), ASCE, Reston, VA.


205
Ashour, MA, Norris, G, and Pilling, P. 1998. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No.
4: 303–315.
Ashour, M, Pilling, P, Norris, G, and Perez, H. 1996. Development of Strain Wedge Model Program for Pile Group Interference and Pile Cap Contribution Effects Report No. CCEER-94-4, Civil Engineering Dept. University of Nevada, Reno, NV June 1996, Federal Study No. F94TL16C, Submitted to State of California Department of transportation (CalTrans).
Ashour, M, Norris, G, and Singh, JP. a. Calibration of the Strain Wedge Model Predicted Response for Piles/Shafts in Liquefied Sand at Treasure Island and Cooper River Bridge The rd International Seismic Conference and Workshop on Bridges and Highways, Portland, OR, April 28 May 1, 2002: 397-409.
Ashour, M, Pilling, P. and Norris, GM. b. Strain Wedge Model Capability of Analyzing the Behavior of Laterally Loaded Piles, Drilled Shafts, and Pile Groups Journal of Bridge Engineering, ASCE, Vol. 7, No. 4.
Ashour, M, Pilling, P, and Norris, GM. Lateral Behavior of Pile Group in Layered Soils Journal
of Geotechnical and Geoenvironmental Engineering,
Vol. 13(6), ASCE, Reston, VA.
Ashour, M, Norris, G, and Elfass, S. 2006. Strain wedge model analysis as a means of overcoming limitations of the traditional p-y curve approach https://www.researchgate.net/publication/283557648.
ASTM. 2012. Annual Book of ASTM Standards Philadelphia, PA American Society for Testing and Materials.
Awoshika, K, and Reese, LC. Analysis of Foundation with Widely-Spaced Batter Piles, Research Report 11 F, Center for Highway Research, The University of Texas at Austin. Beatty, CI. 1970. Lateral test on pile groups Found. Facts. 6(1):18-21. Bethlehem Steel Corporation. 1970. Steel H Piles, Handbook B. Bethlehem, PA Bethlehem Steel Corporation.
Bermingham P, Janes, M. 1989. An innovative approach to load testing of high capacity piles Proceedings of the International Conference on Piling and Deep Foundations, London 409-413.
Boeckmann, A, Myers, S, Uong, M, and Loehr, J.E. 2014. Load and Resistance Factor Design of Drilled Shafts in Shale for Lateral Loading Final Report prepared for Missouri Department of Transportation, Project TRyy1126, Report cmr14-011.
Bollman, HT. 1993. Notes on Designing Deep Foundations for Lateral Loads Proceedings of Design of Highway Bridges for Extreme Events, Crystal City, VA.
Bowles, J. E. 1988. Foundation Analysis and Design, 4th Edition. New York, NY McGraw Hill.
Briand, J, and Miran, J. 1992. The Flat Plate Dilatomer Test Report No. FHWA-SA-91-044. Washington, DC US. Department of Transportation, Federal Highway Administration.
Briaud, J, Lytton, R.L., Hung, J. 1983. Obtaining Moduli from Cyclic Pressuremeter Tests.” Journal of
Geotechnical Engineering
, Vol. 109, No. 5, May 1983: 657-665.


206 Bridge Software Institute (BSI). 2007. “FB-MultiPier Manual Version 4, University of Florida. http://bsi- web.ce.ufl.edu
Brinch Hansen, J. 1961. The Ultimate Resistance of Rigid Piles Against Transversal Forces Bulletin No.
12, Danish Geotechnical Institute, Copenhagen, Denmark 5–9.
Broms, BB. a. Lateral Resistance of Piles in Cohesive Soils J. Soil Mech. Found. Div, ASCE,
90(2): 27-63.
Broms, BB. b. Lateral Resistance of Piles in Cohesionless Soils J. Soil Mech. Found. Div, ASEC,
90(3):123-156.
Broms, BB. Design of Laterally Loaded Piles Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 91, No. SM 79–99. Brown, DA. 1996. Pile Group Design for Lateral Loading using COM Report to Federal Highway Administration, Washington, DC. Brown, D. 2007. Rapid Lateral Load Testing of Deep Foundations Journal of the Deep Foundations

Download 6.03 Mb.

Share with your friends:
1   ...   152   153   154   155   156   157   158   159   ...   205




The database is protected by copyright ©ininet.org 2024
send message

    Main page