Top

Geotechnical and Geological Engineering

Published in:

13-06-2021 | Original Paper

Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis

Authors: A. Ghasemipanah, R. Ziaie Moayed

Published in: Geotechnical and Geological Engineering | Issue 8/2021

Activate our intelligent search to find suitable subject content or patents.

search-config

AI-assisted search

Off

Abstract

Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load.

previous article Effects of Slaking fluid pH on the Index Properties of Carbonate Rocks

next article Improvement in Prediction of Slope Stability & Relative Importance Factors Using ANN

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

inform now

Abbas JM (2008) Single pile simulation and analysis subjected to lateral load. Electron J Geotech Eng 13:1–15

Abdel-Rahman K, Achmus M (2006) Numerical modeling of the combined axial and lateral loading of vertical piles, 6th European Conference on Numerical Methods in Geotechnical Engineering, Graz, Austria, September

Allpile (2007) "Allpile Version 7 User's Manual, Volume 2", CivilTech Software, Bellevue, WA, USA, 2007

Anagnostopoulos C, Georgiadis M (1993) Interaction of axial and lateral pile responses. J Geotech Eng 119:793–798CrossRef

Bartolomey A (1977) Experimental analysis of pile groups under lateral loads, Proceedings of the Special Session 10 of the Ninth International Conference on Soil Mechanics and Foundation Engineering, pp. 187–188

Basu D, Salgado R (2007) Elastic analysis of laterally loaded pile in multi-layered soil. Geomech Geongng Int J 2:183–196

Begam NA, Muthukkumaran K (2009) Experimental investigation on single model pile in sloping under lateral load. Int J Geotech Eng 3:133–146CrossRef

Begum NA (2010) Soil structure interaction of laterally loaded pile and pile group on sloping. National Institute of Technology, Trichy

Broms B (1964a) The lateral resistance of piles in cohesive soils. J Soil Mech Found Div ASCE 90:27–63CrossRef

Broms BB (1964b) Lateral resistance of piles in cohesionless soils. J Soil Mech Found Div 90:123–158CrossRef

Brown DA, Shie C-F (1991) Some numerical experiments with a three dimensional finite element model of a laterally loaded pile. Comput Geotech 12:149–162CrossRef

Coduto D (2001) Foundation analysis and design. Prentice Hall

Conte E, Troncone A, Vena M (2013) Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading. Comput Geotech 49:123–133CrossRef

Davisson M (1970) Lateral load capacity of piles. Highway Research Record

Endley S, Yeung A, Vennalaganti K (1997) Lateral Loads on Long Piles and Piers, Proceeding of the Texas Section ASCE, Volume Housyon, Texas, pp. 181–190

Duncan E (1982) Duncan JM. 1982. Simplified analysis of laterally loaded piles. Report UCB/GT/82–04. University of California

Goryunov B (1973) Analysis of piles subjected to the combined action of vertical and horizontal loads (discussion). Soil Mech Found Eng 10:10–13CrossRef

Hibbit HD, Karlsson BI, Sorensen P (2010) ABAQUS theory and user's manual

Hillerborg A, Modéer M, Petersson P-E (1976) Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem Concr Res 6:773–781CrossRef

Hong S, Lee F, Yong K (2003) Three-dimensional pile-soil interaction in soldier-piled excavations. Comput Geotech 30:81–107CrossRef

Huang A-B, Hsueh C-K, O’Neill MW, Chern S, Chen C (2001) Effects of construction on laterally loaded pile groups. J Geotech Geoenviron Eng 127:385–397CrossRef

Iftekharuzzaman M, Hawlader BC (2013) Numerical modeling of lateral response of long flexible piles in sand. Geotech Eng J SEAGS & AGSSEA 44:25–31

Jain N, Ranjan G, Ramasamy G (1987) Effect of vertical load on flexural behavior of piles. Geotechnical Engineering 185–204

Jirasek M, Bazant ZP (2002) Inelastic analysis of structures. Wiley, London

Judi A, Rabe K (2009) Three dimensional analysis of soil concrete piles in clayey soils under lateral loading. In: 2nd international conference on new developments in soil mechanics and geotechnical engineering, Near East University, Nicosia

Karasev O, Talanov G, Benda S (1977) Investigation of the work of single situ-cast piles under different load combinations. Soil Mech Found Eng 14:173–177CrossRef

Karthigeyan S, Ramakrishna V, Rajagopal K (2006a) Influence of vertical load on the lateral response of piles in sand. Comput Geotech 33:121–131CrossRef

Karthigeyan S, Ramakrishna V, Rajagopal K (2006b) Numerical investigation of the effect of vertical load on the lateral response of pile. J Geotech Geoenviron Eng ASCE 133(5):512–521CrossRef

Kédzi A (1975) Pile foundations-foundation engineering handbook. Van Nostrand Reinhold

Kimura M, Adachi T, Kamei H, Zhang F (1995) 3-D finite element analyses of the ultimate behavior of laterally loaded cast-in-place concrete piles, Proceedings of the Fifth International Symposium on Numerical Models in Geomechanics, NUMOG V. AA Balkema, pp. 589–594

Kimura M, Kosa K, Morita Y (1994) Full-scale failure tests on lateral loading cast-in-place concrete piles, Proc. 5th Int. Conf. and Exhibition on Piling and Deep Foundation, pp. 1–5.15

Lee CY, Hull TS, Poulos HG (1995) Simplified pile-slope stability analysis. Comput Geotech 17:1–16CrossRef

Marchetti S (1997) The flat dilatometer: design applications. In: Proc III geotechnical engineering conference, keynote lecture, Cairo University; p. 1–26

Matlock H, Reese LC (1960) Generalized solutions for laterally loaded piles. J Soil Mech Found Div 86:63–94CrossRef

McNulty J (1956) Thrust loading on piles. J Soil Mech Found Div 82:1–940CrossRef

Meyerhof G, Sastry V (1978) Bearing capacity of piles in layered soils. Part 1 Clay Overlying Sand. Can Geotech J 15:171–182CrossRef

Moayed RZ, Judi A, Rabe BK (2008) Lateral bearing capacity of piles in cohesive soils based on soils’ failure strength control. EJGE 13:1–11

Muqtadir A, Desai CS (1986) Three-dimensional analysis of a pile-group foundation. Int J Numer Anal Meth Geomech 10:41–58CrossRef

Muthukkumaran K, Begum NA (2011) Finite element analysis of laterally loaded piles on sloping. Indian Geotech J 41(3):155–161

Muthukkumaran K, Sundaravadivelu R, Gandhi SR (2004) Effect of sloping on single pile load deflection behavior under lateral soil movement. In: 13th world conference on earthquake engineering, Canada, 2147

Muthukkumaran K, Sundaravadivelu R, Gandhi SR (2008) Effect of slope on P-Y curves due to surcharge loading. Soil Found Japan Geotech Soc 48(3):361–369

Navy U (1982) Foundations and earth structures design manual 7.2. Dept. of the Navy, Navy Facilities Engineering Command, Alexandria, Va

Poulos HG (1971) Behavior of laterally loaded piles: I-single piles. J Soil Mech Found Div ASCE 97(SM 5):711–731CrossRef

Poulos HG, Davis EH (1980) Pile foundation analysis and design. Wiley, New York

Ramasamy G (1974) Flexural behavior of axially and laterally loaded individual piles and group of piles. Ph. D. thesis, Indian Institute of Science, Bangalore, India

Reese L (2001) Van Impe. WF, Single piles and pile groups under lateral loading, AA Balkema, Rotterdam

Reese L, Cox W (1969) Soil behavior from analysis of tests of uninstrumented piles under lateral loading, Performance of deep foundations. ASTM International 160–176.

Reese LC, Matlock H (1956) Non-dimensional solutions for laterally-loaded piles with soil modulus assumed proportional to depth. Association of Drilled Shaft Contractors

Reese LC, Van Impe WF (2010) Single piles and pile groups under lateral loading. CRC PressCrossRef

Skempton A (1951) The bearing capacity of clays

Sorochan E, Bykov V (1976) Performance of groups of cast-in place piles subject to horizontal loading. Soil Mech Found Eng 13:157–161CrossRef

Terzaghi K (1955) Evalution of conefficients of subgrade reaction. Geotechnique 5:297–326CrossRef

Tomlinson M, Woodward J (2014) Pile design and construction practice. CRC PressCrossRef

Trochanis AM, Bielak J, Christiano P (1991) Three-dimensional nonlinear study of piles. J Geotech Eng 117:429–447CrossRef

Version A (2010) 6.10, Hibbit Karlsson and Sorensen. Inc.: Pawtucket, RI

Vesic AS (1977) Design of pile foundations. NCHRP synthesis of highway practice

Wakai A, Ugai K, Gose S (1995) The 3-D FE analysis of model group piles embedded in sand, Proc. of 5th Int. Symp. on Num. Models in Geomechanics, pp. 613–618

Wang ST, Reese LC (1993) COM624P: laterally loaded pile analysis program for the microcomputer, Version 2.0. US Department of Transportation, Federal Highway Administration, Office of Technology Applications

Yang Z, Jeremić B (2002) Numerical analysis of pile behavior under lateral loads in layered elastic–plastic soils. Int J Numer Anal Meth Geomech 26:1385–1406CrossRef

Zhukov N, Balov I (1978) Investigation of the effect of a vertical surcharge on horizontal displacements and resistance of pile columns to horizontal loads. Soil Mech Found Eng 15:16–22CrossRef

Title: Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis
Authors: A. Ghasemipanah
R. Ziaie Moayed
Publication date: 13-06-2021
Publisher: Springer International Publishing
Published in: Geotechnical and Geological Engineering / Issue 8/2021
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-021-01871-3

Springer Professional

Abstract

Please log in to get access to your license.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Other articles of this Issue 8/2021

Deterioration Characteristics of Pre-flawed Granites Subjected to Freeze-Thaw Cycles and Compression

Numerical Modelling of the Behavior of Tunnel in Soft Surrounding Rock: A Case Study of Djebel El-Ouahch Tunnel, Algeria

Study on Deformation Failure Mechanism and Control Technology of Surrounding Rock in Soft Rock Roadway

Model Test and Theoretical Analysis of New and Old Embankments Differential Settlement Considering Lateral Deformation

Study on Mechanical and Permeability Characteristics of Containing Gas Coal-Rock Under Conventional Triaxial Compression

Fusion Methods and Multi-classifiers to Improve Land Cover Estimation Using Remote Sensing Analysis