Modelling Ground-Foundation Interactions

M R, Madhav and Abhishek, S V and K, Rajyalakshmi (2015) Modelling Ground-Foundation Interactions. In: International Conference on Innovations in Structural Engineering, 14th Dec, 2015, Osmania University, Hyderabad.

[img]
Preview
Text
MGFI.pdf - Accepted Version

Download (999kB) | Preview

Abstract

Geotechnical practice deals with designing foundations and earth structures. Structure – Foundation – Grou nd interaction is a unique field or topic that concerns both structural and geotechnical engineers. Most geotechnical problems are very sensitive to foundation geometry (length, diameter, spacing), flexural stiffness etc. Even basic parameters such as bearing capacity of shallow foundations, ultimate axial and lateral load capacities of deep/pile foundations, are influenced by the foundation characteristics. More importantly, the serviceability criterion can be satisfied only by proper and rational estimates of structure – found ation – ground interactions. The paper summarizes modelling approaches for foundation – ground interactions, a leaning instability approach for tall structures, and analysis of geosynthetic-reinforced foundation beds.

[error in script]
IITH Creators:
IITH CreatorsORCiD
M R, MadhavUNSPECIFIED
Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Ground – foundation interaction, Winkler spring, leaning instability, Geosynthetic-reinforced foundation bed, Transverse pul
Subjects: Civil Engineering > Soil Structure Interaction
Divisions: Department of Civil Engineering
Depositing User: Team Library
Date Deposited: 27 Sep 2016 06:28
Last Modified: 27 Sep 2016 06:28
URI: http://raiithold.iith.ac.in/id/eprint/2780
Publisher URL:
Related URLs:

Actions (login required)

View Item View Item
Statistics for RAIITH ePrint 2780 Statistics for this ePrint Item