Beam-column method for tieback walls

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 1, 1998, Pages 67-79

  Briaud, Jean Louis ^a,c   Kim, Nak Kyung ^b,c  

^a TEXAS A AND M UNIVERSITY   (United States)

^b Geotest Engrg Inc   (United States)

^c ASCE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; RETAINING WALLS;

BEAM COLUMN METHOD; PARAMETRIC ANALYSIS; PRESSURE DIAGRAM METHOD; TIEBACK WALLS;

STRUCTURAL ANALYSIS;

BEAM-COLUMN METHOD; RETAINING WALL; TIEBACK WALL;

EID: 0031944807     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:1(67)     Document Type: Article

References (25)

1. American petroleum institute recommended practice 2a for planning, designing, and constructing fixed offshore platforms. (1984). American Petroleum Institute (API), Dallas, Tex.
2. Briaud J.-L., Powers, W. F., and Weatherby, D. E. (1998). "Grouted anchors should have short bonded lengths." J. Geotech. and Geoenvir. Engrg., ASCE, 124(2).
3. Briaud, J.-L, and Tucker, L. M. (1996). "Design and construction guidelines for downdrag on uncoated and bitumen-coated piles." NCHRP Res. Rep. 393, Dept. of Civ. Engrg., Texas A&M Univ., College Station, Tex.
4. Canadian foundation engineering manual (CFEM). (1985). Canadian Geotechnical Society, BiTech Publishers, Vancouver, B.C., Canada.
5. Cheney, R. S. (1988). "Permanent ground anchors." Rep. No. FHWA-DP-68-1R, Federal Highway Administration, Washington, D.C.
6. Chung, M., and Briaud, J.-L. (1993). "Behavior of a full scale tieback wall in sand." Res. Rep. to Schnabel Foundation and the Federal Highway Administration, Dept. of Civ. Engrg., Texas A&M Univ., College Station, Tex.
7. Clough, W. G. (1984). User's manual for program SOILSTRUCT. Department of Civil Engineering, Virginia Polytechnical Institute, Blacksburg, Va.
8. Clough, W. G., and Tsui, Y. (1974). "Performance of tieback walls in clay." Proc., J. Geotech. Div., ASCE, 12(100), 1259-1273.
9. Coulomb, C. A. (1776). "Essai sur une Application des Regles des Maximis et Minimis a quelques Problemes de Statique Relatifs a l'Architecture." Mem. Acad. Roy. des Sciences, Paris, France, 3, 38.
10. Haliburton, T. A. (1968). "Numerical analysis of flexible retaining structures." Proc., ASCE, 94(6), 1233-1251.
11. Hetenyi, M. (1946). Beams on elastic foundations. University of Michigan Press, Ann Arbor, Mich.
12. Houghton, R. C., and Dietz, D. L. (1990). "Design and performance of a deep excavation supports system in Boston, Massachusetts." Proc., ASCE Spec. Conf. on Des. and Perf. of Earth Retaining Struct., ASCE, New York, N.Y., 795-816.
13. Kim, N.-K., and Briaud, J.-L. (1994). "A beam column method for tieback walls." Res. Rep. to Schnabel Found, and the Fed. Hwy. Admin., Dept. of Civ. Engrg., Texas A&M Univ., College Station, Tex.
14. Lambe, T. W., and Wolfskin, A. L. (1970). "Measured performance of braced excavation." J. Soil Mech. and Found. Div., ASCE, 95(6), 817-836.
15. Lockwood, M. E. (1988). "Retention system monitoring demonstration project no. 68." Progress Rep. for the Ohio Dept. of Transp., Ohio DOT, Cincinnati, Ohio.
16. Long, J. H., Cording, E. J., and Mueller, C. G. (1996). "Analysis and behavior of tieback walls." Rep. to Schnabel Found. Co., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
17. Matlock, H., Bogard, D., and Lam, I. (1981). "BMCOL76: a computer program for the analysis of beam-columns under static axial and lateral loading." Program developed at the University of Texas at Austin, under grant from Fugro, Inc., and documented at Ertec, Inc., Long Beach, Calif.
18. Mueller, C. G. (1996). "Behavior of model-scale tieback walls in sand," PhD dissertation, Department of Civil Engineering, University of Illinois, Urbana, Ill.
19. Mueller, C. G., Long, J. H., Cording, E. J., and Weatherby, D. E. (1994). "Ground movements from tieback wall construction." ASCE Conf. on Vertical and Horizontal Deformation for Found. and Embankments, Geotech. Spec. Publ. No. 40, ASCE, New York, N.Y., 1337-1352.
20. Munger, D. F., Jones, P. T., and Johnson, J. (1990). "Temporary tieback wall, Bonneville Navigation Lock." Proc., ASCE Spec. Conf. on Des. and Perf. of Earth Retaining Struct., ASCE, New York, N.Y., 778-794.
21. O'Neill, M. W., and Murchison, J. M. (1983). "An evaluation of P-y relationships in sands." Res. Rep. No. GT-DF02-83, Dept. of Civ. Engrg., Univ. of Houston, Houston, Tex.
22. Powers, W. E, and Briaud, J.-L. (1993). "Behavior of 10 full scale ground anchors installed in clay." Res. Rep. to Schnabel Found, and the Fed. Hwy. Admin., Dept. of Civ. Engrg., Texas A&M Univ., College Station, Tex.
23. Reese, L. C., Cox, W. R., and Koop, F. D. (1975). "Field testing and analysis of laterally loaded piles in stiff clay." Proc., 7th Annu. Offshore Technol. Conf., Vol. II, OTC, Richardson, Tex., 671-690.
24. Terzaghi, K., and Peck, R. B. (1967). Soil mechanics in engineering practice, 2nd ed., John Wiley it Sons, Inc., New York, N.Y.
25. Winkler, E. (1867). Die Lehre von Elastizitat und Festigkeit. H. Dominicus, Prague, Czechoslovakia.