ARTICLES
Aug 1, 2001

Full-Scale Load Test of a Sand-Jack

Publication: Practice Periodical on Structural Design and Construction
Volume 6, Issue 3

Abstract

The results of a laboratory load test performed on a particular type of steel sand-jack are presented. A sand-jack is a sand-filled containment frame placed atop falsework to temporarily support abutting concrete bridge-girder segments prior to posttensioning. The girder segments bear directly on a timber “plunger,” which in turn is supported on the sand bed. After construction, the sand is removed, causing the timber plunger to drop, thereby removing support from beneath the finished girder. The falsework may then be easily disassembled. Also presented are the results of a finite-element analysis performed to determine the lateral pressure exerted by the sand bed corresponding to the experimentally obtained displacements of the containment frame. The results provide insight into the capacity and performance of the sand-jack assembly, and guidance to the engineer in determining appropriate design pressures.

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References

1.
Bardet, J.-P. ( 1997). Experimental soil mechanics, Prentice-Hall, Upper Saddle River, N.J.
2.
Gere, J. M., and Timoshenko, S. P. ( 1997). Mechanics of materials, 4th Ed., PWS, Boston.
3.
Manual of steel construction, ASD, 9th Ed. (1989). American Institute of Steel Construction, Chicago.
4.
Moody, W. T. ( 1978). “Moments and reactions for rectangular plates.” Engineering Monograph No. 27, Bureau of Reclamation, United States Department of the Interior, Washington, D.C.
5.
Roark, R. J., and Young, W. C. ( 1975). Formulas for stress and strain, 5th Ed., McGraw-Hill, New York.

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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 6Issue 3August 2001
Pages: 116 - 118

History

Received: Nov 17, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

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Member, ASCE
Prof. of Civ. Engrg. and Dean, School of Engrg., Technol., and Mgmt., Oregon Inst. of Technology, Klamath Falls, OR 97601-8801.

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