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DESIGN AND PERFORMANCE OF SCREW PILES AND HELICAL ANCHORS IN SOILS (A Bibliography of the Technical Literaturę) prepared by Alan J. Lutenegger
Department of Civil & Environmental Engineering University of Massachusetts Amherst, Ma. 01003 lutenegg(a)ecs.umass.edu
7/16/03
Adams, J.I. and Hayes, D.C., 1967. The Uplift Capacity of Shallow Foundations. Ontario Hydro Research Ouarterly. Vol. 19, No. 1, pp. 1-13.
Adams, J.I. and Klym, T.W., 1972. A Study of Anchors for Transmission Tower Foundations. Canadian Geotechnical Journal. Vol. 9, No. 1, pp. 89-104.
Black, D.R. and Pack, J.S., 2002. Design and Performance of Helical Screw Piles in Collapsible and Expansive Soils in Arid Regions of the United States. Proceedinss of the 9,h International Conference on Pilins and Deep Foundations. pp. 469-476.
Bobbitt, D.W., and Clemence, S.P., 1987. Helical Anchors: Application and Design Criteria. Proceedinss of the 9th Southeast Asian Geotechnical Conference. Vol. 2, pp. 6-105 - 6-120.
Bobbitt, D.E. and Thorsten, R., 1989. The Use of Helical Tieback Anchors for a Permanent Retaining Wall. Foundation Congress, ASCE.
Bustamante, M. and Gianeselli, L., 1998. Installation Parameters and Capacity of Screwed Piles. Proceedinss of the 3rd International Geotechnical Seminar on Deep Foundations on Bored and Auser Piles: BAP III, pp. 95-108.
Carville, C.A. and Walton, R.W., 1994. Design Guidelines for Screw Anchors. Proceedinss of the International Conference on Design and Construction of Deep Foundations. Vol. 2, pp. 646-655.
Carville, C.A. and Walton, R.W., 1995. Foundation Repair Using Helical Screw Anchors. Foundation IJosradins andRepair for Infrastrncture Improvement. ASCE, pp. 56-75.
Clemence, S.P., 1984. The Uplift and Bearing Capacity of Helix Anchors in Soil. Vols. 1.2 & 3. Contr aaReport TT 112-1 Niasra Mohawk Power Corporation. Syracuse, N.Y.
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