Abstract
Estimation of the passive earth pressure is a crucial aspect in several geotechnical design problems. Several authors presented two-dimensional models for its evaluation while three-dimensional (3D) approaches have received less attention. It has been recognized that in many geotechnical systems, such as anchor blocks or plates or everywhere the width of the load area is limited if compared to its height, the three-dimensional passive earth pressure is quite different from the two-dimensional one and, due to side effects, is generally larger. This paper is concerned with an experimental and numerical study of 3D passive earth pressure encountered by a rigid plate of limited width in a cohesionless soil. The obtained results allowed the evaluation of a three-dimensional passive earth pressure coefficient which is not only dependent on the soil friction angle, as it occurs in a 2D formulation, but also on the ratio of the width to the height of the load area.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
ADINA, Automatic Dynamic Incremental Nonlinear Analysis (2008) Theory and modelling guide, Adina R&D, Inc. Watertown, USA
Banna G, Capilleri P, Massimino MR, Motta E (2015) Geotechnical characterization of Mount Etna ash for its reuse preserving human health. In: Volcanic rocks and soils – proceedings international workshop on volcanic rocks and soils, 2015:127–128
Benmebarek S, Khelifa T, Benmebarek N, Kastner R (2008) Numerical evaluation of 3D passive earth pressure coefficients for retaining wall subjected to translation. Comput Geotech 35:47–60
Benmeddour D, Mellas M, Mabrouki A (2010) Etude Numerique Des Pressions Passives Appliquees Sur Un Bloc D’ancrage Rigide. Courrier du Savoir N°10, Avril 2010, 43–49
Blum H (1932) Wirtschaftliche Dalbenformen und deren Berechnung. Bautechnik 10(5):122–135 (in German)
Capilleri P, Cavallaro A, Motta E, Todaro M (2019) Dynamic characterization of sands used as backfill in a reinforced earth wall. In: 7th international conference on earthquake geotechnical engineering, Roma, Paper N 10250, 17–20 June 2019 (accepted for publication)
Capilleri PP, Cavallaro A, Maugeri M (2014) Static and dynamic soil characterization at Roio piano (AQ). Rivista Italiana di Geotecnica 48(2):38–52
Cavallaro A, Capilleri P, Grasso S (2018) Site characterization by dynamic in situ and laboratory tests for liquefaction potential evaluation during Emilia Romagna earthquake. Geosciences 8(7):242
Caquot A, Kerisel J (1949) Traite de mecanique des sols. Gauthier-Villars, Paris (in French)
Kapila JP (1962) Earthquake resistant design of retaining walls. In: 2nd earthquake symposium, University of Roorkee, Roorkee, India
Lancellotta R (2002) Analytical solution of passive earth pressure. Geotechnique 52(8):617–619
Lancellotta R (2007) Lower-bound approach for seismic passive earth resistance. Geotechnique 57(3):319–321
Lee IK, Herington JR (1972) A theoretical study of the pressures acting on a rigid wall by a sloping earth on rockfill. Geotechnique, London, 22(1):1–26
Lysmer J (1970) Limit analysis of plane problems in soil mechanics. J Soil Mech Found Div, ASCE 96(4):1311–1334
Motta E, Raciti E (2014) A closed form solution for a three dimensional passive earth pressure coefficient. Ital Geotech J 3:7–17
Rahardjo H, Fredlund DG (1984) General limit equilibrium method for lateral earth force. Can Geotech J, Ottawa, 21(1):166–175
Shields DH, Tolunay AZ (1973) Passive pressure coefficients by methods of slices. J Soil Mech Found Div, ASCE, 99(12):1043–1053
Sokolovski VV (1960) Static of soil media. Butterworth’s scientific publications, London, p 237
Soubra A-H (2000) Static and seismic passive earth pressure coefficients on rigid retaining structures. Can Geotech J 37(2):463–478
Terzaghi K (1920) Soil mechanics in engineering practice. Wiley, New York
Soubra AH, Regenass P (2000) Threedimensional passive earth pressures by kinematical approach. J Geotech Geoenvironmental Eng, ASCE, 2(2):969–978
Subba Rao KS, Choudhury D (2005) Seismic passive earth pressures in soils. J Geotech Geoenvironmental Eng, ASCE, 131(1):131–135
Zakerzadeh N, Fredlund DG, Pufahl DE (1999) Interslice force functions for computing active and passive earth force. Can Geotech J, Ottawa 36(6):1015–1029
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Capilleri, P., Motta, E., Todaro, M., Biondi, G. (2020). Experimental Study on a Three-Dimensional Passive Earth Pressure Coefficient in Cohesionless Soil. In: Calvetti, F., Cotecchia, F., Galli, A., Jommi, C. (eds) Geotechnical Research for Land Protection and Development. CNRIG 2019. Lecture Notes in Civil Engineering , vol 40. Springer, Cham. https://doi.org/10.1007/978-3-030-21359-6_58
Download citation
DOI: https://doi.org/10.1007/978-3-030-21359-6_58
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-21358-9
Online ISBN: 978-3-030-21359-6
eBook Packages: EngineeringEngineering (R0)