Groundwater regime in a slope stabilized by drain trenches

Mathematical and Computer Modelling

Volumn 43, Issue 7-8, 2006, Pages 754-765

  D'Acunto, Berardino ^a   Urciuoli, Gianfranco ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Analysis; Computational methods; Drain trenches; Efficiency; Slope stability

Indexed keywords

CLAY; COMPUTATIONAL METHODS; EFFICIENCY; GROUNDWATER; MATHEMATICAL MODELS; RAIN; SLOPE STABILITY;

DRAIN TRENCHES; GROUND SURFACES; HYDRAULIC CONDITIONS; TRANSIENT ANALYSIS;

GROUNDWATER GEOCHEMISTRY;

EID: 33645020488     PISSN: 08957177     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mcm.2005.02.013     Document Type: Article

References (22)

1. G. Urciuoli, Pore pressures in unstable slopes constitued by fissured clay shales, in: Proc. 2nd Int. Symp. on The Geotechnics of Hard Soil - Soft Rocks, Napoli, II, 1998, pp. 1177-1185
2. C. Di Maio, P. Santagata, C. Viggiani, Analisi del processo di consolidazione indotto da un sistema di trincee drenanti, in: Atti XVI Convegno Nazionale di Geotecnica, Bologna, vol. 3 (1986) pp. 283-289
3. C. Di Maio, C. Viggiani, Influence of intermittent rainfall on effectiveness of trench drains, in: Proc. IX ECSMFE, Dublin, vol. 1, 1987, pp. 149-152
4. A. Burghignoli, A. Desideri, Analisi dei moti di filtrazione indotti dall'esecuzione di scavi e trincee, in: Atti XV Conv. Nazionale di Geotecnica, Spoleto, vol. 2, 1983, pp. 51-56
5. A. Burghignoli, A. Desideri, Efficienza dei drenaggi, in: Atti XVI Conv. Nazionale di Geotecnica, Bologna, vol. 3, 1986, pp. 293-298
6. A. Desideri, S. Miliziano, and S. Rampello Drenaggi a gravità per la stabilizzazione dei pendii 1997 Hevelius Benevento
7. R. De Boer Highlights in the historical development of the pourous media: Toward a consistent macroscopic theory Appl. Mech. Rev. 49 1996 201 262
8. R. De Boer Theory of Porous Media. Highlights in Historical Development and Current State 2000 Springer-Verlag Berlin
9. M. Battaglio, N. Bellomo, I. Bonzani, and R. Lancellotta Non-linear consolidation models of clay which change type Int. J. Nonlinear Mech. 38 2003 493 500
10. T. Gallouet, J.M. Herard, and N. Seguin Numerical modelling using the two fluid pressure approach Math. Models Methods Appl. Sci. 14 2004 663 700
11. T.W. Lambe, and R.V. Whitman Soil Mechanics 1969 J. Wiley & Sons Inc. New York
12. J.W. Thomas Numerical Partial Differential Equations 1995 Springer-Verlag Berlin
13. N. Bellomo, and L. Preziosi Modelling, Mathematical Methods and Scientific Computation 1995 CRC Press Boca Raton
14. B. D'Acunto Computational Methods for PDE in Mechanics 2004 World Scientific Singapore
15. N. Bellomo Nonlinear models and problems in applied sciences: from differential quadrature to generalized collocation methods Math. Comput. Modelling 26 1997 13 34
16. C. Chainais-Hillairet, and Y.-J. Peng Finite volume approximations for degenerate drift-diffusion system in several space dimensions Math. Models Methods Appl. Sci. 14 2004 461 482
17. A. Dunca, and J. Volker Finite element error analysis of space averaged flow fields defined by differential filter Math. Models Methods Appl. Sci. 14 2004 603 618
18. E. Bertolazzi, and G. Manzini A cell-centered second-order accurate finite volume method for convection-diffusion problems on unstructured meshes Math. Models Methods Appl. Sci. 14 2004 1235 1260
19. G. Caccavale, Caratterizzazione geotecnica di un pendio stabilizzato con drenaggi, Graduate Thesis, Unversity of Naples Federico II, 2000
20. J.R. Philip The theory of infiltration: 4. Sorptivity and algebraic infiltration equations Soil Sci. 84 1957 257 264
21. G.L. Hargreaves, G.H. Hargreaves, and J.P. Riley Irrigation water requirements for Senegal River Basin J. Irrigation Drainage Eng. 111 1985 265 275
22. T.C. Kenney, M. Pazin, and W.S. Choi Design of horizontal drains for soil slopes ASCE, J. Geotech. Eng. Div. 103 GT 11 1977 1311 1323