Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/7371
Title: Effect of Density on Consolidation and Creep Parameters of Clay
Authors: Alhaji, Mustapha Mohammed
Musa, Alhassan
Adejumo Taiye Elisha
Jibrin, Ramatu
Keywords: Clay
Consolidation creep
Creep
Density
Issue Date: Mar-2020
Publisher: Indonesian Journal of Science and Technology, University Pendidikan Indonesia
Citation: M. M. Alhaji, M. Alhassan, T. W. Adejumo, R. Jibrin (2020), Effect of Density on Consolidation and Creep Parameters of Clay, Indonesian Journal of Science and Technology, Vol. 5, issue 1, Pp 31-44
Series/Report no.: Vol. 5;Issue 1
Abstract: Effect of density on consolidation and creep parameters of a clay soil was investigated using a soil classified according to unified soil classification system (USCS) as clay of high plasticity (CH) and composing majorly of secondary minerals, including montmorillonite. The air-dried soil was compacted at five different compaction energy levels (Reduced Standard proctor compaction energy, Standard proctor compaction energy, West African compaction energy, reduced modified compaction energy and Modified compaction energy levels)
URI: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/7371
ISSN: 2528-1410
Appears in Collections:Civil Engineering

Files in This Item:
File Description SizeFormat 
Denst on cons & creep of clay (J).pdf8 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.