Pile behavior due to excavation-induced soil movement in clay. I: Stable wall

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 1, 2006, Pages 36-44

  Ong, Dominic E L ^a   Leung, C E ^b   Chow, Y K ^b  

^a Tower B   (Singapore)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Bending moments; Centrifuge model; Clays; Deflection; Excavation; Failures; Retaining walls; Soil deformation; Soil pressure

Indexed keywords

BENDING MOMENTS; DEFLECTION (STRUCTURES); DEFORMATION; EXCAVATION; FAILURE (MECHANICAL); MATHEMATICAL MODELS; PILES; PRESSURE EFFECTS; RETAINING WALLS; SHEAR STRENGTH;

CENTRIFUGE MODEL; SOIL DEFORMATION; SOIL EXCAVATION; SOIL PRESSURE; STABLE WALL;

CLAY;

CLAY SOIL; PILE; SOIL-STRUCTURE INTERACTION;

EID: 31444433628     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:1(36)     Document Type: Article

References (20)

1. Bolton, M. D., and Powrie, W. (1987). "The collapse of diaphragm walls retaining clay." GeotechniqueGTNQA80016-8505, 37(3), 335-353.
2. Bolton, M. D., and Powrie, W. (1988). "Behaviour of diaphragm walls in clay prior to collapse." GeotechniqueGTNQA80016-8505, 38(2), 167-189.
3. Broms, B. B. (1964). "Lateral resistance of piles in cohesive soils." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 90(2), 27-63.
4. Chow, Y. K., and Yong, K. Y. (1996). "Analysis of piles subject to lateral soil movements." J. Inst. Eng. SingaporeZZZZZZ0377-7464, 36(2), 43-49.
5. Goh, A. T. C., Teh, C. I., and Wong, K. S. (1997). "Analysis of piles subjected to embankment-induced lateral soil movements." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(1997)123:9(792), 123(9), 792-801.
6. Kimura, T., Takemura, J., Hiro-oka, A., Okamura, M., and Park, J. (1994). "Excavation in soft clay using an in-flight excavator." Proc., Int. Conf. Centrifuge 94, C. F. Leung, F. H. Lee, and T. S. Tan, eds. Balkema, Rotterdam, The Netherlands, 649-654.
7. Leung, C. F., Chow, Y. K., and Shen, R. F. (2000). "Behavior of pile subject to excavation-induced soil movement." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2000)126:11(947), 126(11), 947-954.
8. Leung, C. F., Lim, J. K., Shen, R. F., and Chow, Y. K. (2003). "Behavior of pile groups subject to excavation-induced soil movement." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2003)129:1(58), 129(1), 58-65.
9. Leung, C. F., Ong, D. E. L., and Chow, Y. K. (2006). "Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall." J. Geotech. Geoenviron. Eng.JGGEFK1090-0241, 132(1), 45-53.
10. Loh, C. K., Tan, T. S., and Lee, F. H. (1998). "Three-dimensional excavation tests." Proc., Int. Conf. Centrifuge 98, T. Kimura, O. Kusakabe, and J. Takemura, eds., Balkema, Rotterdam, The Netherlands, 649-654.
11. Lyndon, A., and Schofield, A. N. (1972). "Centrifuge model test of short term failure in London clay." Geotechnique GTNQA80016-8505, 20(4), 440-442.
12. Menzies, B. (1997). "Applying modern measures." Ground Eng.GREND80017-4653, 30, 22-23.
13. Ou, C. Y., Liao, J. T., and Cheng, W. L. (2000). "Building response and ground movements induced by a deep excavation." GeotechniqueGTNQA80016-8505, 50(3), 209-220.
14. Poulos, H. G., and Chen, L. T. (1997). "Pile response due to excavation-induced lateral soil movement." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:2(94), 123(2), 94-99.
15. Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, Wiley, New York.
16. Powrie, W. (1986). "The behaviour of diaphragm walls in clay." PhD thesis, Cambridge Univ., Cambridge, U.K.
17. Powrie, W., and Daly, M. P. (2002). "Centrifuge model tests on embedded retaining walls supported by earth berms." GeotechniqueGTNQA80016-850510.1680/geot.52.2.89.40924, 52(2), 89-106.
18. Powrie, W., and Kantartzi, C. (1996). "Ground response during diaphragm wall installation in clay: Centrifuge model tests." GeotechniqueGTNQA80016-8505, 46(4), 725-739.
19. Randolph, M. F., and Houlsby, G. T. (1984). "The limiting pressure on a circular pile loaded laterally in cohesive soil." GeotechniqueGTNQA80016-8505, 34(4), 613-623.
20. Stewart, D. P., and Randolph, M. F. (1991). "A new site investigation tool for the centrifuge." Proc. Int. Conf. Centrifuge 91, H. Y. Ko and F. McLean, eds., Balkema, Rotterdam, The Netherlands, 521-538.