Geostatistical method for analysing soil displacement from underground urban construction

Geotechnique

Volumn 55, Issue 2, 2005, Pages 171-182

  El Gonnouni, M ^a   Riou, Y ^a   Hicher, P Y ^a  

^a ECOLE CENTRALE DE NANTES   (France)

Author keywords

Numerical modelling; Settlement; Soil structure interaction; Statistical analysis; Tunnels

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PARAMETER ESTIMATION; SOIL MECHANICS; STRATIGRAPHY; UNDERGROUND STRUCTURES;

GEOSTATISTICAL METHODS; SOIL DISPLACEMENT; SUBSURFACE; SURFACE SETTLEMENTS;

SOILS;

CONSOLIDATION; FINITE ELEMENT METHOD; GEOSTATISTICS; SOIL-STRUCTURE INTERACTION; TUNNEL;

EID: 15544383057     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2005.55.2.171     Document Type: Article

References (37)

1. Baecher, G. B. & Ingra, T. S. (1981). Stochastic FEM in settlement predictions. J. Geotech. Engng Div., ASCE, 107, No. 4, 449-463.
2. Baise, L. G. & Higgins, R. B. (2003). Geostatistical methods in site characterization. In Applications of statistics and probability in civil engineering (eds A. Der Kiureghian, S. Madanat and J. M. Pestana) pp. 1195-1202. Rotterdam: Millpress.
3. Barthélémy, S. (1999). Evaluation par une reconnaissance géotechnique optimisée des désordres engendrés sur les ouvrages. Mèm. DEA MSOE, Ecole Central Paris.
4. Bernat, S. (1996). Modélisation du creusement d'un tunnel en terrain meuble.
5. Boulefkhad, T. (1986). Influence de la variabilité des propriétés des sols sur le calcul des tassements des fondations superficielles. Thèse de doctorat, Université de Clermont II.
6. Breysse, D. & Frappa, M. (1999). Interactions sol- ouvrages: pour une approche améliorée de la variabilité des terrains. Journées nationals Fiabilité des matériaux et des structures 98, 219-228.
7. Breysse, D. (2002). Influence of soil variability on differential settlements of buildings. Rev. Fr. de Génie Civ. 6, No. 3. 409-419.
8. Brooker, P. (1979). Kriging. Engng Min. J. 180, No. 9, 148-153.
9. Cambou, B. (1975). Application of first order uncertainty analysis in the finite element method in linear elasticity. Proc. 2nd Int. Conf. on Application of Statistics and Probability in Soil and Structure Engineering, Aachen, 67-87.
10. Cornell, C. A. (1971). First-order uncertainty analysis in soils deformation and stability. Proc. 1st Int. Conf. Applications of Statistics and Probability in Soil and Structural Engineering, Hong Kong 130-144.
11. DeGroot, D. J. (1996). Analyzing spatial variability of in situ soil properties. Proc. Uncertainty '96, Uncertainty in the Geologic Environment: From Theory to Practice, 1, 210-238. Reston, VA: American Society of Civil Engineers
12. Deplagne, F. & Bacconnet C. (1993). Analyse structurale d'une digue en argile. Cah. Gèostat. 3, 181-188.
13. Ditlevsen, O. (1980). Uncertainty modeling with applications to multidimensional civil engineering systems. New York: McGraw-Hill.
14. Favre, J. L. & Genevois, B. (1987a). Effet de la variabilité spatiale des paramètres du sol sur la variance de la capacité portante des fondations superficielles. Proc. ICASP5, Vancouver.
15. Favre, J. L. & Genevois. B, (1987b). Analyse de la sécurité des fondations superficielles vis-à-vis d'un défaut de portance: effet de la variabilité spatiale des paramètres du sol. Rev. Fr. Géotechnique, No. 39, 33-40
16. Favre, M. (1983). Etude géostatistique du noyau du barrage LG3: Complexe de la baie James. Séminaire sur les méthodes probabilistes en géotechnique, Lausanne.
17. Haldar, A & Miller, F. J. (1984a). Statistical estimation of cyclic strength of sand. J. Geotech. Engng 110, No. 12, 1785-1802.
18. Haldar, A. & Miller, F. J. (1984b). Statistical estimation of relative density. J. Geotech. Engng 110, No. 4, 525-530.
19. Haldar, A & Tang, W. H. (1979). Probabilistic evaluation of liquefaction potential. J. Geotech. Engng 105, No. 12, 145-163.
20. Jaksa, M. B. (1995). The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay. PhD thesis, University of Adelaide, Australia.
21. Jaksa, M. B., Kaggwa, W. S. & Brooker, P. I. (1993). Geostatistical modelling of the spatial variation of the shear strength a stiff, overconsolidated clay. Proceedings of the conference on probabilistic methods in geotechnical engineering, Canberra, pp. 185-194.
22. Li, K. S & White, W. (1987). Probabilistic approaches to slop design Research Report No. 20, Department of Civil Engineering, University College, Australian Defence Force Academy, University of New South Wales.
23. Liu, B. L., Li, K. S & Lo, S.-C. R. (1993). Effect of variability on soil behaviour: a particulate approach. Proceedings of the conference on probabilistic methods in geotechnical engineering, Canberra, pp. 201-205.
24. Magnan, J. P. (1982). Méthodes statistiques et probabilistes en mécanique des sols. Paris: Presses ENCP.
25. Mellah, R. (1999). Modélisation stochastique par elements finis en élastoplasticité appliquée a la geomécanique. PhD dissertation, Ecole Nationale Supérieure de Géologie de Nancy.
26. Ménard, L. (1975). Règles d'utilization des essais pressiomètriques pour le calcul des fondations. Sols Soil Magazine No. 26.
27. Mostyn, G. R. & Soo, S. (1992). The effect of auto-correlation on the probability of failure of slopes. Proc. 6th Australia-New Zealand Conf. on Geomechanics, Christchurch, 542-546.
28. Nobre, M. M & Sykes, J. F. (1992). Application of Bayesian kriging to subsurface conditions. Can. Geotech. J., 589-598.
29. Paraseau, W. G. (1973). Influence of rock property variability on mine opening stability. Proc. 9th Canadian Rock Mechanics Symp.
30. Phoon, K. K. & Kulhawy, F. H. (1999a). Characterization of geotechnical variability. Can. Geotech. J., 36, No. 4, 612-624.
31. Phoon, K. K. & Kulhawy, F. H. (1999b). Evaluation of geotechnical property variability. Can. Geotech. J., 27, No. 5, 617-630.
32. Riou, Y., Emeriault, F., Breysse, D. & Cambou, B. (2000). Evaluation des désordres lors d'un creusement de tunnel en site urbain: quelle fiabilité dans les modélisations numériques. Proc. XIIème Colloque Franco-Polonais. Paris.
33. Sadki, N. (2001). Faisabilite de modeles de terrain en offshore. PhD dissertation, Ecole Centrale de Paris.
34. Soulie, M., Montes, M. & Sayegh, G. (1990). Modeling spatial variability in soil parameters. Can. Geotech. J. 27, No. 5, 617-630.
35. Su, Y. L., Wang, Y. J. & Stefanko, R. (1969). Finite element analysis of underground stresses utilizing stochastically simulated material properties. Proc. 11th US Symp. on Rock Mechanics, Berkeley, CA.
36. Terzaghi, K. (1955). Influence of geologic factors on the engineering properties of sediments. Econ. Geol., 50, 557-618.
37. Wickremesinghe, D. & Campanella, R. G. (1993). Scale of fluctuation as a descriptor of soil variability. Proceedings of the conference on probabilistic methods in geotechnical engineering, Canberra, pp. 233-239.