Drained shear strength of fine-grained soil&#8211;solid surface interfaces

doi:10.1680/geng.2000.143.2.75

Drained shear strength of fine-grained soil–solid surface interfaces

This article is available for purchase
Please select an item from the below list to be added to the cart:
- Buy Article $40.00
  
  Add to Cart

Authors: K. S. Subba Rao ¹ ; M. M. Allam ² ; R. G. Robinson ³
+ View affiliations- Hide affiliations

Affiliations: 1: Indian Institute of Science Bangalore; 2: Department of Civil Engineering, Indian Institute of Science Bangalore; 3: Department of Civil Engineering, The National University of Singapore Singapore

Source: Proceedings of the ICE - Geotechnical Engineering, Volume 143, Issue 2, 01 April 2000 , pages 75 –81

Preview this article:

Drained shear strength of fine-grained soil–solid surface interfaces, Page 1 of 2

< Previous page | Next page > /docserver/preview/fulltext/geng143-075-1.gif /docserver/preview/fulltext/geng143-075-2.gif

Herein are reported the results of an investigation on the effective angle of interfacial friction between fine-grained soils and solid surfaces as influenced by the roughness of the material surface, the soil type and the overconsolidation ratio. The ratio of interfacial friction angle to the angle of internal friction (evaluated at constant overconsolidation ratio) of the soil is independent of the overconsolidation ratio. An empirical correlation between this ratio and the roughness of the interface has been proposed.

DOI: 10.1680/geng.2000.143.2.75

ISSN : 1353-2618

E-ISSN : 1751-8563

Document Type: Research Article

Format: HTML,PDF

Keywords: foundations; geotechnical engineering; retaining walls

/content/article/10.1680/geng.2000.143.2.75

dcterms_subject,pub_keyword

tt

Tools

Sign-in to add to favourites

Resources

Share:

Key:

Drained shear strength of fine-grained soil–solid surface interfaces

Site guide:

Subjects: