NDLI: Ultimate end bearing capacity of rock-socketed pile based on generalized nonlinear unified strength criterion

Content Provider	Springer Nature Link
Author	Zhang, Min Wang, Xing hua Wang, You
Copyright Year	2011
Abstract	In order to study the mechanism of bearing behavior at the tip of a pile embedded in rock, the generalized nonlinear unified strength criterion and slip line principle for resolving the differential equation systems which govern the stress field were applied to derive the ultimate end bearing capacity based on some reasonable hypothesis and failure plane model. Both numerical simulation and test results were compared with the theoretic solution. The results show good consistency with each other and verify the validity of the present approach. The depth effect with respective to embedment ratio and other influence factors like geological strength index, intermediate principal stress, overburden factor, and damage on end bearing capacity were discussed in the analytical solution. The results show that the proposed yield criterion can be much better for investigating the ultimate end bearing performance of rock-socketed pile. The end bearing capacity increases with embedment ratio and the increasing degree is influenced intensely by the above parameters. Furthermore, ignoring intermediate stress effect would underestimate the strength properties of the rock material and lead to a very conservative estimation value.
Starting Page	208
Ending Page	215
Page Count	8
File Format	PDF
ISSN	10059784
Journal	Journal of Central South University of Technology
Volume Number	18
Issue Number	1
e-ISSN	19930666
Language	English
Publisher	Central South University
Publisher Date	2011-02-04
Publisher Place	Heidelberg
Access Restriction	Subscribed
Subject Keyword	rock-socketed pile generalized nonlinear unified strength criterion slip line principle embedment ratio damage end bearing capacity Metallic Materials Engineering
Content Type	Text
Resource Type	Article
Subject	Mechanics of Materials Materials Science Mechanical Engineering

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

Ultimate end bearing capacity of rock-socketed pile based on generalized nonlinear unified strength criterion

Estimation of lateral capacity of rock socketed piles in layered soil-rock profile

Evaluation of ultimate bearing capacity of Y-shaped vibro-pile

Seismic ultimate bearing capacity of strip footings on slope

A New Method for Evaluating the Bearing Capacity of the Bridge Pile Socketed in the Soft Rock

Bearing capacity and mechanical behavior of CFG pile composite foundation

Grey correlation analysis of bearing capacity of rock-socketed pile in soft soil area

Using GA-BP neural networks to analyze vertical bearing capacity of single rock-socketed pile

Vertical bearing capacity of pile based on load transfer model

Ultimate end bearing capacity of rock-socketed pile based on generalized nonlinear unified strength criterion

Similar Documents

Ultimate end bearing capacity of rock-socketed pile based on generalized nonlinear unified strength criterion

Estimation of lateral capacity of rock socketed piles in layered soil-rock profile

Evaluation of ultimate bearing capacity of Y-shaped vibro-pile

Seismic ultimate bearing capacity of strip footings on slope

A New Method for Evaluating the Bearing Capacity of the Bridge Pile Socketed in the Soft Rock

Bearing capacity and mechanical behavior of CFG pile composite foundation

Grey correlation analysis of bearing capacity of rock-socketed pile in soft soil area

Using GA-BP neural networks to analyze vertical bearing capacity of single rock-socketed pile

Vertical bearing capacity of pile based on load transfer model

Ultimate end bearing capacity of rock-socketed pile based on generalized nonlinear unified strength criterion