Abstract
By designing a quay wall construction the calculation of the active earth pressure behind the sheet pile wall is often a problem. Measurements and FE-analyses have shown that the earth pressure on a sheet pile wall is shielded due to the dowel effect of the pile rows behind the sheet piling. In conventional calculations a higher friction angle is used to take the dowel effect into account. In this study, numerical modeling using the Coupled Eulerian–Lagrangian method has been carried out to investigate the shielding effect of pile rows on the active earth pressure in sand. The failure mechanisms have been illustrated using the shear band patterns at the limit state. Based on the Terzaghi’s arching theory a new approach has been developed to estimate the shielding effect.
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References
Abdel-Rahman K (1999) Numerische Untersuchungen von Massstabeffekten beim Erddruck in Sand. Dissertation, Schriftreihe des Lehrstuhls Baugrund-Grundbau der Universität Dortmund, Dortmund, 23
Achmus M, Thieken K (2010) On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading. Acta Geotech 5(3):199–210
Ali A, Meier T, Herle I (2011) Numerical investigation of undrained cavity expansion in fine-grained soils. Acta Geotech 6(1):31–40
Bransby MF (1996) Difference between load-transfer relationships for laterally loaded pile groups: active p-y or passive p-δ. J Geotech Geoenviron Eng 122(12):1015–1018
Bransby MF, Springman S (1999) Selection of load-transfer functions for passive lateral loading of pile groups. Comput Geotech 24(3):155–184
Chen CY, Martin GR (2002) Soil-structure interaction for landslide stabilizing piles. Comput Geotech 29:363–386
Cudmani R, V. A.Osinov V (2001) The cavity expansion problem for the interpretation of cone penetration and pressuremeter tests. Can Geotech J 38(3):622–638
Dassault Systèmes (2008) ABAQUS, Version 6.8EF Documentation
El Sawwaf MA (2005) Strip footing behavior on pile and sheet pile-stabilized sand slope. J Geotech Geoenviron Eng 131(6):705–715
Fang YS, Chen JM, Chen CY (1997) Earth pressures with sloping backfill. J Geotech Geoenviron Eng 123(3):250–259
Förster K (1937) Die Abschirmung des Erddrucks vor Sprundwänden durch Pfahlroste. Mitteilungen der Hannoverschen Hochschulgemeinschaft 17(18):122–127
Goldscheider M, Hettler A (2011) Zur Gleitkreisberechnung ohne Lamellen nach DIN 4084. Geotechnik 34(3):181–192
Gudehus G (1984) Seitenddruck auf Pfählen in tonigen Böden. Geotechnik 7(2):73–84
Gudehus G (2011) Physical soil mechanics. Springer, Berlin
Guo P (2010) Effect of density and compressibility on K0 of cohesionless soils. Acta Geotech 5(4):225–238
Gutberlet C (2008) Erdwiderstand in homogenem und geschichtetem Baugrund, Experimente und Numerik. Dissertation, Mitteilungen des Institutes und der Versuchsanstalt fr Geotechnik der Technischen Universitt Darmstadt, 78
Hamburg Port Authority (2005) Leistungsbeschreibung, Teil C, Anlage zu den Bemerkungen zum Leistungsverzeichnis (Teil B) für Uferbauwerke und Hochwasserschutzanlagen (unpublished)
Henke S (2010) Influence of pile installation on adjacent structures. Int J Numer Anal Methods Geomech 34(11):1191–1210
Henke S, Grabe J (2008) Numerical investigation of soil plugging inside open-ended piles with respect to the installation method. Acta Geotech 3(3):215–223
Henke S, Qiu G (2010) Zum Absetzvorgang von Offshore-Hubplattformen. Geotechnik 33(3):284–292
Herle I (1997) Hypoplastizität und Granulometrie einfacher Korngerüste. Dissertation, Veröffentlichungen des Instituts für Bodenmechanik und Felsmechanik der Universität Karlsruhe, Karlsruhe, 142
Hewlett WJ, Randolph MF (1988) Analysis of piled embankments. Ground Eng 21(3):12–18
Ito T, Matsui T (1975) Methods to estimate lateral force acting on stabilizing piles. Soils Found 15(4):43–59
Jaky J (1948) Pressure in silos. In: Proceedings of 2nd international conference on soil mechanics and foundation engineering, vol 1, pp 103–107
Kanagasabai S, Smethurst JA, Powrie W (2011) Three-dimensional numerical modelling of discrete piles used to stabilize landslides. Can Geotech J 48(9):1393–1411
Katzenbach R, Bachmann G, Gutberlet C (2005) Pile-soil-wall-interaction during the construction process of deep excavation pits. In: 16th International conference on soil mechanics and geotechnical engineering, Osaka, Japan, pp 1501–1504
Kelm M (2004) Numerische Simulation der Verdichtung rolliger Böden mittels Vibrationswalzen. Dissertation, Veröffentlichungen des Instituts für Geotechnik und Baubetrieb der TU Hamburg-Harburg, Hamburg, 6
Kolymbas D (1977) A rate-dependent constitutive equation for soils. Mech Res Comm 4:367–372
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):1–12
Mardfeldt B (2005) Zum Tragverhalten von Kaikonstruktionen im Gebrauchszustand. Dissertation, Veröffentlichungen des Instituts für Geotechnik und Baubetrieb der TU Hamburg-Harburg, Hamburg, 11
Matlock H (1970) Correlation for design of laterally loaded piles in soft clay. In: Proceedings of offshore technology conference. OTC 1204
Matsui T, Hong WP, Ito T (1982) Earth pressure on piles in a row due to lateral soil movements. Soils Found 22(2):71–81
Möllmann J (2011) Experimentelle Untersuchungen zur Erddruckabschirmung. Diplomarbeit, Institut für Geotechnik und Baubetrieb, Technische Universität Hamburg-Harburg, Hamburg
Müller-Breslau HFB (1906) Erddruck auf Stützmauern. Kröner, Stuttgart
Pan JL, Goh ATC, Wong KS, Teh CI (2000) Model tests on single piles in soft clay. Can Geotech J 37(4):890–897
Pan JL, Goh ATC, Wong KS, Teh CI (2002) Ultimate soil pressures for piles subjected to lateral soil movements. J Geotech Geoenviron Eng 128(6):530–535
Poulos HG, Chen LT, Hull TS (1995) Model tests on single piles subjected to lateral soil movement. Soils Found 35(4):85–92
Pucker T, Grabe J (2011) Structural optimization in geotechnical engineering: basics and application. Acta Geotech 6(1):41–49
Pucker T, Grabe J (2012) Numerical simulation of the installation process of full displacement piles. Comput Geotech 45:93–106
Qiu G, Grabe J (2011) Explicit modeling of cone and strip footing penetration under drained and undrained conditions using a visco-hypoplastic model. Geotechnik 34(3):205–217
Qiu G, Henke S (2011) Controlled installation of spudcan foundations on loose sand overlying weak clay. Mar Struct 24(4):528–550
Qiu G, Henke S, Grabe J (2011) Application of a coupled Eulerian-Lagrangian approach on geomechanical problems involving large deformations. Comput Geotech 38(1):30–39
Reese LC, William R, Francis DK (1974) Analysis of laterally loaded piles in sand. In: Proceedings of offshore technology conference. OTC 2080
Reimann K (2011) Experimentelle und numerische Untersuchungen zur Erddruckabschirmung. Diplomarbeit, Institut für Geotechnik und Baubetrieb, Technische Universität Hamburg-Harburg, Hamburg
Renk D, Kolymbas D (2011) Zur Dimensionierung von Nagelwänden. Geotechnik 34(3):169–180
Rudolph C, Mardfeldt B, Dührkop J (2011) Vergleichsberechnungen zur Dalbenbemessung nach Blum und mit der p-y-Methode. Geotechnik 34(4):237–251
Saitoh M (2010) Effect of local nonlinearity in cohesionless soil on optimal radius minimizing fixed-head pile bending by inertial and kinematic interactions. Acta Geotech 5(4):273–286
Stewart DP, Jewell RJ, Randolph MF (1994) Design of piled bridge abutments on soft clay for loading from lateral soil movements. Géotechnique 44(2):277–296
Tejchman J, Górski J (2010) Finite element study of patterns of shear zones in granular bodies during plane strain compression. Acta Geotech 5(2):95–112
Terzaghi K (1936) Stress distribution in dry and in saturated sand above a yielding trap-door. In: Proceedings of 1st international conference on soil mechanics and foundation engineering, pp 307–311
Terzaghi K (1943) Theoretical soil mechanics. Wiley, New York
Triantafyllidis T, Rchter L, Niemunis A, Prada-Sarmiento LF (2011) Shear banding in geomaterials under extensional plane strain conditions: physical and analytical model. Acta Geotech 6(2):93–103
von Wolffersdorff PA (1996) A hypoplastic relation for granular material with a predefined limit state surface. Mech Cohesive-frictional Mater 1:251–271
Zaeske D (2001) Zur Wirkungsweise von unbewehrten und bewehrten mineralischen Tragschichten ber pfahlartigen Gründungselementen. Dissertation, Schriftenreihe Geotechnik der Universität Kassel, Kassel, 10
Ziegler M (1987) Berechnung des verschiebungsabhängigen Erddrucks in Sand. Dissertation, Veröffentlichungen des Instituts für Bodenmechanik und Felsmechanik der Universität Karlsruhe, Karlsruhe, 101
Acknowledgments
The present work has been funded by the German Research Foundation (DFG) in the framework of the research training group GRK 1096 “Ports for Container Ships of Future Generations”. The authors thank the DFG for funding this work. Furthermore, the authors appreciate the academic use of the commercial program Abaqus.
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Qiu, G., Grabe, J. Active earth pressure shielding in quay wall constructions: numerical modeling. Acta Geotech. 7, 343–355 (2012). https://doi.org/10.1007/s11440-012-0186-3
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DOI: https://doi.org/10.1007/s11440-012-0186-3