Systematic update of a numerical model of a deep excavation using field performance data

Numerical Models in Geomechanics - 8th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2002

Volumn , Issue , 2002, Pages 515-522

  Hashash, Y M A ^a   Ghaboussi, J ^a   Jung, S ^a   Marulanda, C ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; EXCAVATION; GEOMECHANICS;

BRACED EXCAVATIONS; CONSTRUCTION STAGES; EXISTING STRUCTURE; FIELD MEASUREMENT; FIELD OBSERVATIONS; FIELD PERFORMANCE; GROUND DEFORMATIONS; STAGED CONSTRUCTION;

NUMERICAL MODELS;

EID: 84986222588     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c76     Document Type: Conference Paper

References (13)

1. Dafalias, Y. F. (1980). The concept and application of the bounding surface in plasticity theory. IUTAM Symposium on Physical Non-lineraities in Structural Analysis, France.
2. Ghaboussi, J., J. H. Garret, et al. (1991). “Knowledge-based modeling of material behaviour with neural networks.” Journal of Engineering Mechanics Division 117(1): 132-153.
3. Ghaboussi, J., D. A. Pecknold. et al. (1998). “Autoprogressive training of neural network constitutive models.” International Journal for Numerical Methods in Engineering 42(1): 105-126.
4. Ghaboussi, J. & D. E. Sidarat (1997). New method of material modeling using neural networks. 6th International Symposium on Numerical Models in Geomechanics.
5. Hashash, Y. M. A. (1992). Analysis of deep excavations in clay: 2 (337 leaves).
6. Hashash, Y. M. A. & A. J. Whittle (1996). “Ground Movement Prediction for Deep Excavations in soft Clay.” Journal of Geotechnical Engineering 122(6): 474-486.
7. Hight D. W. & K. G. Higgins (1994). An approach to the prediction of ground movements in engineering practice: Background and application. International Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Sapporo. Japan.
8. Hill, R. (1950). The mathematical theory of plasticity. Oxford., Clarendon Press.
9. Mana, A. I. & G. W. Clough (1981). “Prediction of Movements For Braced Cuts in Clay.” Journal of Geotechnical Division 107(GT6): 759-777.
10. Prevost, J. H. & R. Popescu (1996). “Constitutive Relations for Soil Materials.” Electronic Journal for Geotechnical Engineering.
11. Roscoe, K. H. & J. B. Burland (1968). On the generalized stress-strain behaviour of “wet” clay. Engineering Plasticity. J. Heyman: 535-609.
12. Sidarta, D. & J. Ghaboussi (1998). “Modelling constitutive behavior of materials from non-uni form material tests.” International Journal of Computers and Geotechnics 22(1).
13. Whittle A. J., Y. M. A. Hashash, et al. (1993). “Analysis of deep excavation in Boston.” Journal of Geotechnical Engineering 119(1): 69-90.