Home Articles List Article Information
JES. Journal of Engineering Sciences
Journal Archive
Volume Volume 53 (2025)
Volume Volume 52 (2024)
Volume Volume 51 (2023)
Volume Volume 50 (2022)
Volume Volume 49 (2021)
Volume Volume 48 (2020)
Volume Volume 47 (2019)
Volume Volume 46 (2018)
Volume Volume 45 (2017)
Volume Volume 44 (2016)
Volume Volume 43 (2015)
Volume Volume 42 (2014)
Volume Volume 41 (2013)
Volume Volume 40 (2012)
Volume Volume 39 (2011)
Volume Volume 38 (2010)
Volume Volume 37 (2009)
Volume Volume 36 (2008)
Volume Volume 35 (2007)
Volume Volume 34 (2006)
A. A. Senoon, A. (2006). THE INFLUENCE OF STONE CONTENT ON COMPACTION CHARACTERISTICS OF GRANULAR SOIL. JES. Journal of Engineering Sciences, 34(No 6), 1787-1797. doi: 10.21608/jesaun.2006.111147
Abdel-Aziz A. A. Senoon. "THE INFLUENCE OF STONE CONTENT ON COMPACTION CHARACTERISTICS OF GRANULAR SOIL". JES. Journal of Engineering Sciences, 34, No 6, 2006, 1787-1797. doi: 10.21608/jesaun.2006.111147
A. A. Senoon, A. (2006). 'THE INFLUENCE OF STONE CONTENT ON COMPACTION CHARACTERISTICS OF GRANULAR SOIL', JES. Journal of Engineering Sciences, 34(No 6), pp. 1787-1797. doi: 10.21608/jesaun.2006.111147
A. A. Senoon, A. THE INFLUENCE OF STONE CONTENT ON COMPACTION CHARACTERISTICS OF GRANULAR SOIL. JES. Journal of Engineering Sciences, 2006; 34(No 6): 1787-1797. doi: 10.21608/jesaun.2006.111147

THE INFLUENCE OF STONE CONTENT ON COMPACTION CHARACTERISTICS OF GRANULAR SOIL

Article 7, Volume 34, No 6, November and December 2006, Page 1787-1797  XML PDF (683.48 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2006.111147
View on SCiNiTO View on SCiNiTO
Author
Abdel-Aziz A. A. Senoon email
Lecturer, Civil Engineering Department, Assiut University, Assiut, Agypt
Abstract
Building on/or with compacted fill is common to many major construction projects. The engineering behavior of a soil depends on (among other things) the size distribution and the composition of the particles. The properties of a given soil can usually by significantly change by adding some selected soil. Large size particles have considerable importance in physical properties such as permeability, shear strength and load response especially for fine-grained soil. The objective of this paper is the determination of the effect of stone content on the results of a compacted soil implementarly different compaction effort. Compaction tests were conducted on soil stone mixtures. A soil matrix is uniformly prepared by mixing selected amount of stone to the soil.
Keywords
Granular soil; compaction; maximum dry density and optimum moisture content
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
Statistics
Article View: 156
PDF Download: 368