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Erschienen in: Geotechnical and Geological Engineering 4/2010

01.07.2010 | Original paper

2D Numerical Simulations of Soil Nail Walls

verfasst von: Vikas Pratap Singh, G. L. Sivakumar Babu

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2010

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Abstract

In practice, numerical simulations of soil nail walls are often carried out to assess the performance and stability. In the present study, implications of the use of advanced soil models, such as hardening soil model and hardening soil with small-strain stiffness model to simulate the behavior of in situ soil on the overall response of simulated soil nail wall have been studied, and compared with respect to the analysis using conventional and most prevalently used Mohr-Coulomb soil model. Further, influence of the consideration of bending stiffness of soil nails on the simulation results has been examined. Results of the simulations indicated that the use of advanced models is desirable for cases of soil nail walls constructed in soft soils and when lateral wall displacements are critical to the adjoining structures. Incorporation of bending stiffness of nails is found important from the consideration of facing failure modes of soil nail walls.

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Literatur
Zurück zum Zitat Benz T (2007) Small-strain stiffness of soils and its numerical consequences. PhD Thesis, Institüt für Geotechnik, Universität Stuttgart, Germany Benz T (2007) Small-strain stiffness of soils and its numerical consequences. PhD Thesis, Institüt für Geotechnik, Universität Stuttgart, Germany
Zurück zum Zitat Briaud JL, Lim Y (1997) Soil nailed wall under piled bridge abutment: simulation and guidelines. J Geotech Geoenviron Eng 123(11):1043–1050CrossRef Briaud JL, Lim Y (1997) Soil nailed wall under piled bridge abutment: simulation and guidelines. J Geotech Geoenviron Eng 123(11):1043–1050CrossRef
Zurück zum Zitat Brinkgreve RBJ, Bakker KJ, Bonnier PG (2006) The relevance of small-strain soil stiffness in numerical simulation of excavation and tunneling projects. In: Proceedings of 6th European Conference in Geotechnical Engineering, Graz, Austria, pp 133–139 Brinkgreve RBJ, Bakker KJ, Bonnier PG (2006) The relevance of small-strain soil stiffness in numerical simulation of excavation and tunneling projects. In: Proceedings of 6th European Conference in Geotechnical Engineering, Graz, Austria, pp 133–139
Zurück zum Zitat Callisto L, Amorosi A, Rampello S (1999) The influence of pre-failure soil modelling on the behaviour of open excavations. In: Proceedings of 12th European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, Netherlands, pp 89–96 Callisto L, Amorosi A, Rampello S (1999) The influence of pre-failure soil modelling on the behaviour of open excavations. In: Proceedings of 12th European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, Netherlands, pp 89–96
Zurück zum Zitat Calvello M, Finno RJ (2004) Selecting parameters to optimize in model calibration by inverse analysis. Comput Geotech 31(5):411–425CrossRef Calvello M, Finno RJ (2004) Selecting parameters to optimize in model calibration by inverse analysis. Comput Geotech 31(5):411–425CrossRef
Zurück zum Zitat Cheuk CY, Ng CWW, Sun HW (2005) Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects. Comput Geotech 32(4):290–303CrossRef Cheuk CY, Ng CWW, Sun HW (2005) Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects. Comput Geotech 32(4):290–303CrossRef
Zurück zum Zitat Dawson EM, Roth WHA, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840CrossRef Dawson EM, Roth WHA, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840CrossRef
Zurück zum Zitat Duncan JM, Chang CY (1970) Non-linear analysis of stress and strain in soil. J Soil Mech Found Eng 96(SM5):1629–1653 Duncan JM, Chang CY (1970) Non-linear analysis of stress and strain in soil. J Soil Mech Found Eng 96(SM5):1629–1653
Zurück zum Zitat Fan CC, Luo JH (2008) Numerical study on the optimum layout of soil nailed slopes. Comput Geotech 35(4):585–599CrossRef Fan CC, Luo JH (2008) Numerical study on the optimum layout of soil nailed slopes. Comput Geotech 35(4):585–599CrossRef
Zurück zum Zitat FHWA (2003) Geotechnical engineering circular No 7—soil nail walls. Report FHWA0-IF-03–017. US Department of Transportation, Federal Highway Administration, Washington DC FHWA (2003) Geotechnical engineering circular No 7—soil nail walls. Report FHWA0-IF-03–017. US Department of Transportation, Federal Highway Administration, Washington DC
Zurück zum Zitat Jewell RA, Pedley MJ (1992) Analysis for soil reinforcement with bending stiffness. J Geotech Eng 118(10):1505–1528CrossRef Jewell RA, Pedley MJ (1992) Analysis for soil reinforcement with bending stiffness. J Geotech Eng 118(10):1505–1528CrossRef
Zurück zum Zitat Juran I, Baudrand G, Farrag K, Elias V (1990) Kinematical limit analysis for design of soil-nailed structures. J Geotech Eng 116(1):54–72CrossRef Juran I, Baudrand G, Farrag K, Elias V (1990) Kinematical limit analysis for design of soil-nailed structures. J Geotech Eng 116(1):54–72CrossRef
Zurück zum Zitat Kim JS, Kim JY, Lee SR (1997) Analysis of soil nailed earth slope by discrete element method. Comput Geotech 20(1):1–14CrossRef Kim JS, Kim JY, Lee SR (1997) Analysis of soil nailed earth slope by discrete element method. Comput Geotech 20(1):1–14CrossRef
Zurück zum Zitat Liew SS, Khoo CM (2006) Soil nail stabilisation for a 14.5 m Deep excavation at uncontrolled fill ground. In: Proceedings of 10th International Conference on Piling and Deep Foundations, Amsterdam, The Netherlands Liew SS, Khoo CM (2006) Soil nail stabilisation for a 14.5 m Deep excavation at uncontrolled fill ground. In: Proceedings of 10th International Conference on Piling and Deep Foundations, Amsterdam, The Netherlands
Zurück zum Zitat Matsui T, San KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32(1):59–70 Matsui T, San KC (1992) Finite element slope stability analysis by shear strength reduction technique. Soils Found 32(1):59–70
Zurück zum Zitat Ng CWW, Lee GTK (2002) A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces. Comput Geotech 29(8):673–697CrossRef Ng CWW, Lee GTK (2002) A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces. Comput Geotech 29(8):673–697CrossRef
Zurück zum Zitat PLAXIS (2006) Plaxis user manual (version 8.6). Delft University of Technology & Plaxis BV, The Netherlands PLAXIS (2006) Plaxis user manual (version 8.6). Delft University of Technology & Plaxis BV, The Netherlands
Zurück zum Zitat Schanz T, Vermeer PA, Bonnier PG (1999) The hardening soil model—formulation and verification. In: Proceedings of Plaxis Symposium on Beyond 2000 in Computational Geotechnics, Amsterdam, Rotterdam, Balkema, pp 281–296 Schanz T, Vermeer PA, Bonnier PG (1999) The hardening soil model—formulation and verification. In: Proceedings of Plaxis Symposium on Beyond 2000 in Computational Geotechnics, Amsterdam, Rotterdam, Balkema, pp 281–296
Zurück zum Zitat Schlosser F (1991) Discussion—the multicriteria theory in soil nailing. Ground Eng, November, pp 30–33 Schlosser F (1991) Discussion—the multicriteria theory in soil nailing. Ground Eng, November, pp 30–33
Zurück zum Zitat Sivakumar Babu GL, Murthy BRS, Srinivas A (2002) Analysis of construction factors influencing the behavior of soil nailed earth retaining walls. Ground Improv 6(3):137–143 Sivakumar Babu GL, Murthy BRS, Srinivas A (2002) Analysis of construction factors influencing the behavior of soil nailed earth retaining walls. Ground Improv 6(3):137–143
Zurück zum Zitat Smith IM, Su N (1997) Three dimensional finite element analysis of nailed soil wall curved in plan. Int J Numeric Analytic Meth Geomech 21(9):583–597CrossRef Smith IM, Su N (1997) Three dimensional finite element analysis of nailed soil wall curved in plan. Int J Numeric Analytic Meth Geomech 21(9):583–597CrossRef
Zurück zum Zitat Zhang M, Song E, Chen Z (1999) Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM). Comput Geotech 25(4):191–204CrossRef Zhang M, Song E, Chen Z (1999) Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM). Comput Geotech 25(4):191–204CrossRef
Metadaten
Titel
2D Numerical Simulations of Soil Nail Walls
verfasst von
Vikas Pratap Singh
G. L. Sivakumar Babu
Publikationsdatum
01.07.2010
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 4/2010
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-009-9292-x

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