Need help finding an article?

Log-in
Forgotten password?
Register
Current issueArticle seriesArchiveInstructions for authorsSubscribeAdvertiseSearch for jobsContact usShopping basket


The Structural Engineer > Archive > Volume 41 (1963) > Issues > Issue 3 > The use of in-situ tests to estimate the allowable bearing pressure of cohesionless soils
Name of File 2390-41-03.pdf cached at 16/12/2018 20:34:56 - with 8 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\c3\c3a41c80-821c-415f-908e-7d65723ff4c2.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\c3a41c80-821c-415f-908e-7d65723ff4c2_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: c3a41c80-821c-415f-908e-7d65723ff4c2_1.png

Members/subscribers must be logged in to view this article

The use of in-situ tests to estimate the allowable bearing pressure of cohesionless soils

Difficulties exist in sampling and testing cohesionless soils and in-situ tests for investigating the bearing capacity and settlement characteristics of these soils are considered. The standard penetration and Dutch cone types of penetrometer are dealt with and attempted correlations between these two tests are discussed. Hugh B. Sutherland

Author(s): Sutherland, Hugh B

Keywords: cohesionless soils;testing;insitu;standard penetration tests;plate bearing tests;comparing;groundwater

The Institution of Structural Engineers, 47-58 Bastwick Street, London, EC1V 3PS, United Kingdom
Tel: +44 (0)20 7235 4535
Fax: +44 (0)20 7235 4294

© Copyright The Institution of Structural Engineers