Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil

Canadian Geotechnical Journal

Volumn 33, Issue 5, 1996, Pages 798-808

  Tsai, Jiin Song ^a   Chang, Jia Chyi ^a,b  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

^b Kao Yuan Jr Coll Technol Comm   (Taiwan)

Author keywords

Cohesionless soil; Slurry trench wall; Stability analysis

Indexed keywords

NUMERICAL METHODS; PRESSURE; SAFETY FACTOR; SLURRIES; STABILITY; THREE DIMENSIONAL; TRENCHING;

MOHR-COULOMB CRITERION; SLURRY FILLED TRENCH WALL; STABILITY ANALYSIS; THREE DIMENSIONAL ANALYSIS;

SOILS;

COHESIONLESS SOIL; SLURRY; STABILITY; TRENCH WALL;

EID: 0030267189     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-105-325     Document Type: Article

References (17)

1. Hajnal, I., Marton, J., and Regele, Z. 1984. Construction of diaphragm walls. John Wiley & Sons, Inc., New York.
2. Handy, R.L. 1985. The arch in soil arching. Journal of the Geotechnical Engineering Division, ASCE, 111(3): 302-317.
3. Hovland, H.J. 1977. Three-dimensional slope stability analysis method. Journal of the Geotechnical Engineering Division, ASCE, 103: 971-986.
4. Huder, J. 1972. Stability of bentonite slurry trenches with some experiences in Swiss practice. Proceedings, 5th European Conference on Soil Mechanics and Foundation Engineering, Madrid, Vol. IV-9, pp. 517-522.
5. Jacobson, B. 1958. On pressure in silos. Proceedings, 58th Conference on Earth Pressure Problems, Brussels, Vol. 1, pp. 123-136.
6. Morgenstern, N., and Amir-Tahmasseb, I. 1965. The stability of a slurry trench in cohesionless soils. Géotechnique, 15(4): 387-395.
7. Nash, J.K.T.L. 1974. Stability of trenches filled with fluid. Journal of the Construction Division, ASCE, 100 (CO4): 533-542.
8. Nash, J.K.T.L., and Jones, O.K. 1963. The support of trenches using fluid mud. Proceedings, the Symposium on Grouts and Drilling Muds in Engineering Practice. Butterworths, London, pp. 177-180.
9. Piaskowski, A., and Kowalewski, Z. 1965. Application of thixotropic clay suspension for stability of vertical sides of deep trenches without strutting. Proceedings, 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Vol. II, pp. 526-529.
10. Prater, E.G. 1973. Die Gewölbewirkung der Schlitzwände. Bauingenieur, 48: 125-131.
11. Taylor, D.W. 1948. Fundamentals of soil mechanics. John Wiley & Sons, Inc., New York.
12. Terzaghi, K. 1943. Theoretical soil mechanics. John Wiley & Sons, Inc., New York.
13. Veder, C. 1963. Excavation of trenches in the presence of bentonite suspensions for the construction of impermeable and load-bearing diaphragms. Grouts and Drilling Muds in Engineering Practice, Symposium of the British National Society on Soil Mechanics and Foundations Engineering, Institution of Civil Engineers, London, pp. 181-188.
14. VITUKI. 1971. Stability of a slurry trench supported by bentonite dispersion. Research Center of Water Resources Development, Budapest, Report No. III.3.6.59.
15. Walz, B., and Prager, J. 1978. Der Nachweis deräusseren Standsicherheit suspensionsgestützter Erdwände nach der Elementscheibentheorie. Veröffentlichungen des Grundbauinstitutes der Technische Universität Berlin, Heft 14.
16. Washbourne, J. 1984. The three-dimensional stability analysis of diaphragm wall excavations. Ground Engineering, 17(4): 24-26.
17. Xanthakos, P.P. 1994. Slurry walls as structural systems. 2nd ed. McGraw-Hill, Inc., New York.