Experimental investigation into the influence of stratification on the passive earth pressure
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  • 作者:Christian Gutberlet (1)
    Rolf Katzenbach (2)
    Kolumban Hutter (3)
  • 关键词:Particle Image Velocimetry ; Passive earth pressure ; Stratification
  • 刊名:Acta Geotechnica
  • 出版年:2013
  • 出版时间:October 2013
  • 年:2013
  • 卷:8
  • 期:5
  • 页码:497-507
  • 全文大小:1592KB
  • 参考文献:1. Ahmadi H, Hajialilue-Bonab M (2012) Experimental and analytical investigations on bearing capacity of strip footing in reinforced sand backfills and flexible retaining wall. Acta Geotech 7:357鈥?73 CrossRef
    2. Ando E, Hall SA, Viggiani G, Desrues J, Besuelle P (2012) Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach. Acta Geotech 6:205鈥?17
    3. Arthur JRF, Dunstan T, Al-Ani QAJL, Assadi A (1977) Plastic deformation and failure in granular media. G茅otechnique 27:53鈥?4 CrossRef
    4. Bolton MD, Lau CK (1989) Scale effects in the bearing capacity of granular soils. In: Proceedings 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 2:895鈥?98, Balkema
    5. Coulomb CA (1773) Essai sur une application des r猫gles des maximis et minimis 脿 quelques probl猫mes des statiques, relatifs 脿 l鈥檃rchitecture. M茅moires pr茅sent茅s 脿 l鈥橝cad茅mie des Sciences VII
    6. Fang Y-S, Ho Y-C, Chen T-J (2002) Passive earth pressure with critical state concept. J Geotech Geoenviron Eng 128:651鈥?59 CrossRef
    7. Festag G (2003) Experimentelle und numerische Untersuchungen zum Verhalten von granularen Materialien unter zyklischer Beanspruchung. Mitteilungen des Institutes und der Versuchsanstalt f眉r Geotechnik der Technischen Universit盲t Darmstadt 66
    8. Guo P (2012) Critical length of force chains and shear band thickness in dense granular materials. Acta Geotech 7:41鈥?5 CrossRef
    9. Hanna A, Rahman F, Ayadat T (2011) Passive earth pressure on embedded vertical plate anchors in sand. Acta Geotech 6:21鈥?9 CrossRef
    10. Herle I, Gudehus G (1999) Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mech Cohesive Frict Mater 4:461鈥?86 CrossRef
    11. Hettler A, Gudehus G (1985) A pressure-dependent correction for displacement results from 1聽g model tests with sand. G茅otechnique 35:497鈥?10 CrossRef
    12. Hsieh PG, Ou CY, Lin YL (2013) Three-dimensional numerical analysis of deep excavations with cross walls. Acta Geotech 8:33鈥?8 CrossRef
    13. Hutter K, J枚hnk K (2004) Continuum methods of physical modelling. Springer, Berlin
    14. Idinger G, Aklik P, Wu W, Borja RI (2011) Centrifuge model test on the face stability of shallow tunnel. Acta Geotech 6:105鈥?17 CrossRef
    15. Katzenbach R, Arslan U, Heineke St (1997) Model scale investigations to the long-term behaviour of the rail level due to plastic deformations of the subsoil. In: Proceedings of the world congress on railway research, WCRR麓97, Florence, Italy, Vol. B, pp 115鈥?21
    16. Lirer S, Flora A, Nicotera MV (2011) Some remarks on the coefficient of earth pressure at rest in compacted sandy gravel. Acta Geotech 6:1鈥?2 CrossRef
    17. N眉bel K (2002) Experimental and numerical investigations of shear localization un granular material. Ver枚ffentlichungen des Institutes f眉r Bodenmechanik und Felsmechanik der Universit盲t Karlsruhe 159
    18. Pudasaini SP, Hutter K (2007) Avalanche dynamics. Springer, Berlin
    19. Qiu G, Grabe J (2012) Active earth pressure shielding in quay wall constructions: numerical modeling. Acta Geotech 7:343鈥?55 CrossRef
    20. Rechenmacher AL, Abedi S, Chupin O, Orlando AD (2011) Characterization of mesoscale instabilities in localized granular shear using digital image correlation. Acta Geotech 6:205鈥?17 CrossRef
    21. Rowe PW, Peaker K (1965) Passive earth pressure measurements. G茅otechnique 15:51鈥?8
    22. Saada AS, Liang L, Figueroa JL, Cope CT (1999) Bifurcation and shear band propagation in sands. G茅otechnique 49:367鈥?85 CrossRef
    23. Schofield AN, Wroth P (1968) Critical state soil mechanics. McGraw-Hill, London
    24. Schwing E (1991) Standsicherheit historischer St眉tzw盲nde. Internal report: Institute of Soil and Rock Mechanics. University Karlsruhe, Germany
    25. Sokolovski VV (1960) Statics of soil media. Butterworth, London
    26. Tatsuoka F, Sakamoto M, Kawamura T, Fukushima S (1986) Strength and deformation characteristics of sand in plane strain compression at extremely low pressures. Soils Found 30:35鈥?4 CrossRef
    27. Tejchman J, Bauer E, Tantono SF (2007) Influence of initial density of cohesionless soil on evolution of passive earth pressure. Acta Geotech 2:53鈥?3 CrossRef
    28. Terzaghi K (1934) Large retaining wall test. Eng News Rec, 112:136-140, 259鈥?62, 316-318
    29. Terzaghi K (1951) Theoretical soil mechanics, 6th edn. Wiley, New York
    30. Triantafyllidis Th, R枚chter L, Niemunis A, Prada-Sarmiento LF (2011) Shear banding in geomaterials under extensional plane strain conditions: physical and analytical model. Acta Geotech 6:21鈥?9 CrossRef
    31. Turek J, Katzenbach R (2003) Small scale model tests with Combined Pile-Raft Foundations. In: Proceedings of the 4th International Geotechnical Seminar 鈥楧eep Foundations on Bored and Auger Piles鈥?(BAP IV), Ghent, Belgium
    32. Vardoulakis I (1980) Shear band inclination and shear modulus of sand in biaxial tests. Int J Numer Anal Methods Geomech 4:103鈥?19 CrossRef
    33. White DJ, Take WA, Bolton MD, Munachen SE (2001) A deforming measuring system for geotechnical testing based in digital imaging, close range photogrammetry and PIV image analysis. In: Proceedings of the 15th international conference on soil mechanics and geotechnical engineering, Istanbul, Turkey, pp 539鈥?42
  • 作者单位:Christian Gutberlet (1)
    Rolf Katzenbach (2)
    Kolumban Hutter (3)

    1. GeoIngenieure Fr眉chtenicht聽+聽Lehmann GmbH, Otto-von-Guericke-Ring 3d, 65205, Wiesbaden, Germany
    2. Institute and Laboratory of Geotechnics, Technische Universit盲t Darmstadt, Petersenstrasse 13, 64287, Darmstadt, Germany
    3. Laboratory of Hydraulics, Hydrology and Glaciology, ETH Z眉rich, Gloriastrasse 37-39, 8092, Zurich, Switzerland
  • ISSN:1861-1133
文摘
In this paper, the effect of inhomogeneous soil condition on the passive earth pressure is studied by using model tests. The model tests are carried out with two soil layers. The tests are compared with the corresponding results for homogenous soil. The shear band formation is identified with Particle Image Velocimetry measurements.

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