1977•Journal of the Geotechnical Engineering DivisionRequires access

Stability Analysis for Eccentrically Loaded Footings

Rabindra D. Purkayastha, Raghavendra A.N. Char

Open publisher page 62 citations

Abstract

Footing foundations are often subjected to eccentric loads. The problem has been studied in detail by several investigators (1,3,4). The effective width method of Meyerhof (3) is widely used for calculating the bearing capacity of eccentrically loaded footings.

About this research paper

What this paper is about

Footing foundations are often subjected to eccentric loads. The problem has been studied in detail by several investigators (1,3,4). The effective width method of Meyerhof (3) is widely used for calculating the bearing capacity of eccentrically loaded footings.

Why it matters

OpenAlex reports 62 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Footing foundations are often subjected to eccentric loads. The problem has been studied in detail by several investigators (1,3,4). The effective width method of Meyerhof (3) is widely used for calculating the bearing capacity of eccentrically loaded footings.

Key concepts: Bearing capacity, Structural engineering, Geotechnical engineering, Stability (learning theory), Load bearing, Engineering, Geology, Computer science

Related papers

Back to paper searchBrowse research topicsOriginal source
Stability Analysis for Eccentrically Loaded Footings — Research Paper | ScholarLens