OLUYEMI-AYIBIOWU BAMITALE DORCAS picture
OLUYEMI-AYIBIOWU BAMITALE DORCAS

Publication

Publisher:
 NIL
Publication Type:
 Technical Papers
Publication Title:
 Soil Investigation Of The Proposed Road Networks In Glazoue,
Publication Authors:
 Oluyemi –A, B. D
Year Published:
 2011
Abstract:

NIL

 
Publisher:
 NIL
Publication Type:
 Journal
Publication Title:
 Cold Recycling Of Reclaimed Pavement Materials For Rehabilitation Of Distressed Highways
Publication Authors:
 Owolabi, A.O, Aderinola O.S And Oluyemi –A, B.D
Year Published:
 2009
Abstract:

NIL

 
Publisher:
 NIL
Publication Type:
 Journal
Publication Title:
 Evaluation Of Palm Kernel Shells As Construction Materials For Low Cost Houses
Publication Authors:
 Oluyemi- A, B.D And Aderinola, O.S
Year Published:
 2007
Abstract:

NIL

 
Publisher:
 NIL
Publication Type:
 Journal
Publication Title:
 The Effect Of Cement On Asphalt–Emulsion Stabilized Lateritic Soils
Publication Authors:
 Oluyemi- A, B.D
Year Published:
 2007
Abstract:

NIL

 
Publisher:
 International Journal Of Scientific Research And Innovative Technology
Publication Type:
 Journal
Publication Title:
 Stabilization Of Black Cotton Soils From North-Eastern Nigeria With Sodium Silicate
Publication Authors:
 Oluyemi-Ayibiowu, B.D And Ola S.A
Year Published:
 2007
Abstract:
This work involves stabilization of black cotton soils from North-Eastern Nigeria with sodium silicate. Black cotton soil samples were collected from three locations within the studied area and their natural geotechnical properties determined in the laboratory. Sodium silicate was mixed with the soils in varied percentages of 2,4,6,8, and 10% and their responses monitored by testing in the laboratory. The test carried out on both the natural and treated samples are classification which includes Atterberg limits, particle size distribution; and strength characteristics through compaction and California Bearing ratio determination. The three soil materials tested were classified as A-7-6 with natural California Bearing Ratio (CBR) values ranging from 28.7% to 32.5%, giving weak subgrade to fair subbase materials. On stabilization, the plasticity indices of the soils were reduced considerably with remarkable improvement on the compaction characteristics. The CBR values increased to between 88% to 95%, and with percentage increase in strength of the stabilized soil samples over the natural soils up to 214%. The unsuitable materials were thus improved to suitable base materials. 
Publisher:
 NIL
Publication Type:
 Journal
Publication Title:
 Stabilization Of Lateritic Soils With Asphalt Emulsion
Publication Authors:
 Oluyemi- A, B.D And J.B Adeyeri
Year Published:
 2006
Abstract:

NIL

 
Publisher:
 Journal Of Civil Engineering
Publication Type:
 Journal
Publication Title:
 Causes, Effects And Remedies Of Delay In Project Completion
Publication Authors:
 Aderinola O.S And Oluyemi- A, B.D
Year Published:
 2005
Abstract:

NIL

 
Publisher:
 Journal Of Civil Engineering
Publication Type:
 Journal
Publication Title:
 Effect Of Moisture On The Strength Of Lime Stabilized Lateritic Soils (A Case Study Of Ojota, Lagos)
Publication Authors:
 Owolabi, A.O, Oluyemi- A, B.D And Aderinola O.S
Year Published:
 2004
Abstract:

NIL

 
Publisher:
 NIL
Publication Type:
 Journal
Publication Title:
 Engineering Characteristics Of Soils From Major Borrow Pits In Akure Town, Ondo State, Nigeria
Publication Authors:
 Oluyemi- A, B.D And Owolabi, A.O
Year Published:
 2003
Abstract:

NIL

 
Publisher:
 NIL
Publication Type:
 Technical Papers
Publication Title:
 Soil Investigation Of Borrow Pit Materials For Ayetumara-Mahintedo-Itebukunmi Road An Ondo State Government Road Project For Omoya And Associates, Akure.
Publication Authors:
 Oluyemi-A, B.D
Year Published:
 2001
Abstract:

NIL