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Erschienen in:
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2023 | OriginalPaper | Buchkapitel

Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading—A Review

verfasst von : B. M. Das, C. R. Patra, R. N. Behera, K. Sobhan, C. Atalar

Erschienen in: 5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering

Verlag: Springer International Publishing

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Abstract

Bearing capacity of shallow foundations is one of the most important areas of study in geotechnical engineering. Since the founding work of Karl Terzaghi in 1943, results of several theoretical and experimental investigations have been published. Most of these studies relate to the case where the foundation is subjected to centric vertical load. In the present paper, an attempt has been made to summarize the important developments related to the estimation of the ultimate bearing capacity of shallow foundations on granular soil subjected to eccentric vertical loading, inclined centric loading, and eccentrically inclined loading. Reduction factors to estimate the ultimate bearing capacity of foundations under eccentric, inclined, and eccentrically inclined loading from that subjected to vertical centric loading have been discussed.

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Nächstes Kapitel Static and Dynamic Behavior of Shallow Foundation Reinforced by Honey Cell Modular Block
Literatur
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Metadaten
Titel
Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading—A Review
verfasst von
B. M. Das
C. R. Patra
R. N. Behera
K. Sobhan
C. Atalar
Copyright-Jahr
2023
Buch
5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering

Print ISBN: 978-3-031-20171-4

Electronic ISBN: 978-3-031-20172-1

Copyright-Jahr: 2023

DOI
https://doi.org/10.1007/978-3-031-20172-1_1