NDLI: Nonlinear Response of Single Piles in Sand Subjected to Lateral Loads using khmax Approach

Content Provider	Springer Nature Link
Author	Kumar, Sanjeev Lalvani, Latika Omar, Maher
Copyright Year	2006
Abstract	This paper presents results of analysis of full-scale pile load test data of 14 piles embedded in either loose or medium dense sands. The analysis was performed using two methods, p–y curve approach and a more recently developed khmax approach. Comparison of the results obtained using both the methods is also presented. A step-by-step analysis procedure is presented for predicting lateral load deflection response of single piles in sand using the khmax approach. The results presented show that the khmax approach has promise over the p–y curve approach because of its simplicity and the fact that it provides upper- and lower-bound curves, which are valuable guides to making engineering decisions. For loose sands, a new range of khmax values is recommended to better predict the lateral load–deflection response of single piles.
Starting Page	163
Ending Page	181
Page Count	19
File Format	PDF
ISSN	09603182
Journal	Geotechnical and Geological Engineering
Volume Number	24
Issue Number	1
e-ISSN	15731529
Language	English
Publisher	Kluwer Academic Publishers
Publisher Date	2006-01-01
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	lateral response nonlinear pile foundations single piles Hydrogeology Geotechnical Engineering Civil Engineering Terrestrial Pollution Waste Management/Waste Technology
Content Type	Text
Resource Type	Article
Subject	Soil Science Geology Architecture Geotechnical Engineering and Engineering Geology

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading

Single piles under horizontal loads in sand: determination of P–Y curves from the prebored pressuremeter test

Model study of H-piles subjected to combined loading

P–Y Curves for Piles Under Seismic Lateral Loads

Seismic Response Analysis of Pile Foundations

Pile Head Cyclic Lateral Loading of Single Pile

Model Pile Groups Under Oblique Pullout Loads – an Investigation

Nonlinear Characteristics of Floating Piles Under Rotating Machine Induced Vertical Vibration

Uplift capacity of single piles: predictions and performance

Nonlinear Response of Single Piles in Sand Subjected to Lateral Loads using khmax Approach

Similar Documents

Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading

Single piles under horizontal loads in sand: determination of P–Y curves from the prebored pressuremeter test

Model study of H-piles subjected to combined loading

P–Y Curves for Piles Under Seismic Lateral Loads

Seismic Response Analysis of Pile Foundations

Pile Head Cyclic Lateral Loading of Single Pile

Model Pile Groups Under Oblique Pullout Loads – an Investigation

Nonlinear Characteristics of Floating Piles Under Rotating Machine Induced Vertical Vibration

Uplift capacity of single piles: predictions and performance

Nonlinear Response of Single Piles in Sand Subjected to Lateral Loads using khmax Approach