Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
Published in:
Development of Geopolymer Concrete for Sustainable Infrastructures Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Numerical Analysis of Behavior of Single Pile in Layered Soil Against Lateral Load

Authors : Shahnwaz Ahmed, Md. Rehan Sadique, Mudassir Ali Khan, Vishwas A. Sawant

Published in: Advances in Sustainable Construction Materials and Geotechnical Engineering

Publisher: Springer Singapore

Log in

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

search-config
loading …

Abstract

Pile foundations are often subjected to lateral loads along with vertical loads. In this paper, the behavior of a single pile is determined using finite element analysis. The P-Y curve is generated by using finite element modeling which was used for comparison to investigate the behavior of soil. The analysis was performed for free headed pile as allowing for rotating. The analysis has been performed for the single pile in soil layering profile. Drucker–Prager and Mohr–Coulomb models have been used to simulate the medium dense sand and clay, respectively. Layering effect on lateral deflection was plotted for the different case. It has been observed that lateral deflection of single pile in uniform clay layer is greater than that in uniform sand layer.

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

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

inform now
previous chapter Improving the Soil Subgrade with Plastic Waste Reinforcement—An Experimental Study
next chapter Determination of Liquefaction Potential of NCR Region
Literature
1.
Ahmed S, Sadique MR, Sawant VA (2017) Response of pile foundation to lateral load: a review. In: One day national conference on recent innovations in science, technology and engineering, NIT Srinagar, India
2.
Brown DA, Shie CF (1990) Numerical exploration into group effect response of pile to lateral loading. Comput Geotech 10(3):211–230CrossRef
3.
Elhakim AF, Khouly Mohamed AAE, Awad R (2014) Three-dimensional modeling of laterally loaded pile groups resting in sand. Hous Build Natl Res Cent J 12(1):78–87
4.
Gandhi Shailesh R, Selvam S (1997) Group effect on driven piles under lateral load. J Geotech Geoenviron Eng 123(10):958–964CrossRef
5.
Hussien MN, Tobita T, Iai S, Karray M (2014) On the Influence of vertical loads on the lateral response of pile foundation. J Rock Mech Geotech Eng 55(1):392–403
6.
Jeanjean P (2009) Re-assessment of p-y curves for soft clays from centrifuge testing and finite element modeling. Houston, TexasCrossRef
7.
Khari M, Kassim KA, Adnan A (2013) An experimental study on pile spacing effects under lateral loading in sand
8.
Kishanrao WM, Prasad A (2016) Numerical modeling of single pile in a two-layered soil. Int J Mech Prod Eng
9.
Meyerhof GG, Mathur SK, Valsangkar AJ (1981) Lateral resistance and deflection of rigid walls and piles in layered soils. Can Geotech J 18(2):159–170CrossRef
10.
Nichols NW, Rohani MJ, Mukherjee K, Ayob MSB, Clausen CJF, Luanne T (2014) Effect of lateral soil strength and stiffness on jacket foundation integrity and design for South China Sea sites. Kuala Lumpur, Malaysia, OTC-24842-MS: Offshore Technology Conference Asia
11.
Pavlovec E (1985) Laterally loaded piles (in Croatian). Doctoral thesis, Faculty of Civil Engineering, University of Zagreb
12.
Patra NR, Pise PJ (2001) Ultimate lateral resistance of pile groups in sand. J Geotech Geoenviron Eng 127(6):481–487CrossRef
13.
Reddy CRK, Padmakar KC, Manjari, Ekasaikumar C, Saikumar KPRK (2015) Numerical analysis of piles in layered soils: a parametric study. Int J Eng Technol (IJET) 7(2):482–489
14.
Reese LC, van Impe W (2001) Single piles and pile groups under lateral Loading, 1st edn. Taylor and Francis
15.
Taha A, Hesham M, Naggar EI, Turan A (2015) Numerical modeling of the dynamic lateral behavior of geosynthetics-reinforced pile foundation system Ahmed. Soil Dyn Earthq Eng 77(1):254–266CrossRef
16.
Yang Z, Jeremic B (2000) Numerical analysis of pile behavior under lateral loads in layered elastic plastic soils. Int J Numer Anal Meth Geomech 2(1):1–31CrossRef
Metadata
Title
Numerical Analysis of Behavior of Single Pile in Layered Soil Against Lateral Load
Authors
Shahnwaz Ahmed
Md. Rehan Sadique
Mudassir Ali Khan
Vishwas A. Sawant
Copyright Year
2020
Publisher
Springer Singapore
Book
Advances in Sustainable Construction Materials and Geotechnical Engineering

Print ISBN: 978-981-13-7479-1

Electronic ISBN: 978-981-13-7480-7

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-13-7480-7_14