z-logo
open-access-imgOpen Access
Utilization of Marble Dust for Improving The Geotechnic Characteristics Of Collapsible Soil
Author(s) -
Ashraf Nazir,
Moustafa El Sawwaf,
Waseim Azzam,
Mohamed Maher Ata
Publication year - 2020
Publication title -
journal of geological research
Language(s) - English
Resource type - Journals
ISSN - 2630-4961
DOI - 10.30564/jgr.v2i4.2352
Subject(s) - cohesion (chemistry) , soil water , geotechnical engineering , water content , wetting , environmental science , geology , soil science , materials science , composite material , chemistry , organic chemistry
Article history Received: 7 September 2020 Accepted: 21 September 2020 Published Online: 30 October 2020 An environment friendly and cost effective factor of collapsible soil stabilization with the help of industrial waste has been widely adopted in this research. Buildings which are constructed on collapsible soils are subjected to large deformations and shear failure. Collapsible soil can be broadly categorized as those soils susceptible to a large reduction in volume upon wetting. The mechanism usually involved in rapid volume reduction entails breaking of bonds at coarse particle contacts by weakening of finegrained materials brought there by surface tension in evaporating water. This research presents the effects of using marble dust on the geotechnical properties of Collapsible soil as a new stabilizing technique. A series of experimental tests are carried for samples of collapsing soil with and without stabilization using marble dust for dry and soaked conditions. The collapsible soil was mixed with marble dust at different contents of (0, 10, 20, 30%,40% and50%). The results indicated that, The optimum water content decreases by 20.67% at marble content of 50%, liquid limit decreses by35.41% at marble content of 50%and frictional angle for soaked soil decreases by 66.09% at marble content of 50% while un soaked soil decreases by54.68% at marble content of 50%. The maximum dry density increases 5.91% at marble content of 50% and cohesion for soaked increases314.2% at marble content of 50% while un soaked soil increases 206.7% at marble content of 50%. It has been found that the adopted marble has a good effect in controlling the collapsing potential which is reduced by as much as 64.32% at marble content of 30%.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom