Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads

Viladkar, M.N

In this study, the behaviour of shallow foundations subjected to eccentric inclined loads is presented using nonlinear elastic finite element analysis. The material non-linearity of the soil has been taken into consideration by employing the hyperbolic stress-strain model. The formulation of an isoparametric interface/joint element which is used between footing base and soil media has been presented. Tests have been conducted to determine the characteristics of soil-footing interface. Forty cases of strip footing resting on sand and subjected to eccentric-inclined load which were studied by Agrawal (1986) through model tests, have been analysed. The predicted pressure-settlement, pressure-horizontal displacement and pressure-tilt characteristics have been compared with experimental results of Agrawal (1986) and a reasonable agreement between the two has been observed.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads

Viladkar, M.N

In this study, the behaviour of shallow foundations subjected to eccentric inclined loads is presented using nonlinear elastic finite element analysis. The material non-linearity of the soil has been taken into consideration by employing the hyperbolic stress-strain model. The formulation of an isoparametric interface/joint element which is used between footing base and soil media has been presented. Tests have been conducted to determine the characteristics of soil-footing interface. Forty cases of strip footing resting on sand and subjected to eccentric-inclined load which were studied by Agrawal (1986) through model tests, have been analysed. The predicted pressure-settlement, pressure-horizontal displacement and pressure-tilt characteristics have been compared with experimental results of Agrawal (1986) and a reasonable agreement between the two has been observed.

Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads

Viladkar, M.N

In this study, the behaviour of shallow foundations subjected to eccentric inclined loads is presented using nonlinear elastic finite element analysis. The material non-linearity of the soil has been taken into consideration by employing the hyperbolic stress-strain model. The formulation of an isoparametric interface/joint element which is used between footing base and soil media has been presented. Tests have been conducted to determine the characteristics of soil-footing interface. Forty cases of strip footing resting on sand and subjected to eccentric-inclined load which were studied by Agrawal (1986) through model tests, have been analysed. The predicted pressure-settlement, pressure-horizontal displacement and pressure-tilt characteristics have been compared with experimental results of Agrawal (1986) and a reasonable agreement between the two has been observed.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads

Contributors:

Viladkar, M.N (author) / Zedan, Adnan Jayed / Saran, Swami

Published in:

Geomechanics and geoengineering ; 10

Publication date:

2015

ISSN:

DOI:

https://doi.org/10.1080/17486025.2014.902117

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

eccentric-inclined loads , nonlinear response , shallow footings , interface behaviour

Classification:

BKL: 38.58 Geomechanik / 56.20 Ingenieurgeologie, Bodenmechanik / 56.20 / 38.58

Similar titles

Nonlinear elastic analysis of shallow footings subjected to eccentric inclined loads

Viladkar, M.N. / Zedan, Adnan Jayed / Saran, Swami | Taylor & Francis Verlag | 2015

Shallow footings on sand under vertical central, eccentric and inclined loads

Aiban, S.A. / Znidavcic, D. | Tema Archive | 1991

SKIRTED STRIP FOOTINGS SUBJECTED TO OBLIQUE ECCENTRIC LOADS ON SAND

Shah, H. J. / Shroff, A. V. / Indian Geotechnical Society | British Library Conference Proceedings | 1998

Bearing Capacity of Strip Footings on Slopes Under Eccentric and Inclined Loads

Das, Sukanta / Maheshwari, B. K. | Springer Verlag | 2025

Reliability-Based Analysis of Strip Footings Subjected to an Inclined or an Eccentric Loading

Massih, D.S.Y.A. / Soubra, A.-H. / Mao, N. et al. | British Library Conference Proceedings | 2010