The book describes the elasticity aspects of soil-foundation interaction concentrating upon advances in theoretical and experimental research. Methods of soil-foundation interaction analysis are introduced in the following Selvadurai, APS. Selvadurai, A.P.S. () Elastic Analysis of Soil-Foundation Interaction. Developments in Geotechnical Engineering, 17, Elsevier Scientific Publishing. User Review – Flag as inappropriate. One of the best books in area of analysis of beams and plates on elastic foundation. It represents a very detailed review.
|Published (Last):||10 August 2014|
|PDF File Size:||20.6 Mb|
|ePub File Size:||8.68 Mb|
|Price:||Free* [*Free Regsitration Required]|
If your institution uses Shibboleth authentication, please contact your site administrator to receive your user name and password.
Elastic analysis of soil-foundation interaction – Ghent University Library
Sign in or create your free personal ASME account. Design of Cylindrical Steel Storage Tanks: Selvadurai, Author and G. It operates independently of a user’s location or IP address.
It replaces the multiple user names and passwords necessary to access subscription-based content with a single user name and password that can be entered once per session. Sign into or create your free personal account.
ELASTIC ANALYSIS OF SOIL-FOUNDATION INTERACTION
SoilElastic analysis. Some tools below are only available to our subscribers or users with an online account. For assistance or to subscribe, please contact us: Online July 21, The information provided in order to email this topic will not be used to send unsolicited email, nor will it be furnished to third parties.
You do not have access to this content.
This article is only available in the PDF format. Mech 47 1Mar 01, 1 page doi: A Linear Elastic Analysis Approach.
Elastic Analysis of Soil-foundation Interaction
Shibboleth is an access management service that provides single sign-on protected resources. Click here to Renew Now.
Customize your page view by dragging and repositioning the boxes below.