Performance of underside shaped concrete blocks for pavement

Thesis (PhD. (Civil Engineering))

Bibliographic Details
Main Author: Mohamed, Azman
Format: Thesis
Language:English
Published: Universiti Teknologi Malaysia 2024
Subjects:
Online Access:https://openscience.utm.my/handle/123456789/1301
_version_ 1811131853149569024
author Mohamed, Azman
author_facet Mohamed, Azman
author_sort Mohamed, Azman
collection OpenScience
description Thesis (PhD. (Civil Engineering))
first_indexed 2024-09-23T23:50:40Z
format Thesis
id oai:openscience.utm.my:123456789/1301
institution Universiti Teknologi Malaysia - OpenScience
language English
last_indexed 2024-09-23T23:50:40Z
publishDate 2024
publisher Universiti Teknologi Malaysia
record_format dspace
spelling oai:openscience.utm.my:123456789/13012024-08-21T23:01:38Z Performance of underside shaped concrete blocks for pavement Mohamed, Azman Concrete blocks—Design and construction Pavements, Concrete Pavements—Performance Thesis (PhD. (Civil Engineering)) This study presents an innovative concrete block pavement (CBP) of rectangular blocks with grooves and web on the underside of the underside shaped concrete block (USCB). This new concrete block concept intends to address known causes of failure for CBP due to vertical, horizontal and repetitive traffic loading. Interaction between CBP and underlying bedding sand layer may lead to significant pavement deformation due to vertical traffic loading. The USCB provides an additional underside mechanical interlocking, compared with traditional rectangular concrete block. Twelve USCB with different groove depths (15 mm, 25 mm, and 35 mm) and four different bottom shapes (Shell – Rectangular (Shell–R), Trench Groove – Triangular (TG–T), Trench Groove – 2 Rectangular (TG–2R), and Trench Groove – 3 Rectangular (TG–3R)) were prepared. These USCB were mechanically tested to investigate the effects of groove depth, groove volume, and groove shape on their mechanical properties. To investigate their interlocking performance, a series of push-in loading test, pull-out loading test, horizontal loading test, and accelerated trafficking test were conducted using the Highway Accelerated Loading Instrument (HALI). A control pavement and with only stretcher bond laying pattern was built to allow for comparisons. The results indicate that triangular grooves exhibit promising compressive strength while rectangular grooves performed better in flexural, with the increase up to 25 % respectively when compared to control block. The optimum USCB groove depth is found at 15 mm and the Shell USCB has the best mechanical properties and resilience under all conditions due to their unique shape. The function of the grooves and web as spike has enhanced the mechanical properties of USCB and improved the interlocking mechanism between CBP and its underlying bedding sand layer. The study shows that USCB is a highly potential concrete block that could enhance pavement performance Faculty of Civil Engineering 2024-08-21T15:00:07Z 2024-08-21T15:00:07Z 2014 Thesis Dataset https://openscience.utm.my/handle/123456789/1301 en application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf Universiti Teknologi Malaysia
spellingShingle Concrete blocks—Design and construction
Pavements, Concrete
Pavements—Performance
Mohamed, Azman
Performance of underside shaped concrete blocks for pavement
title Performance of underside shaped concrete blocks for pavement
title_full Performance of underside shaped concrete blocks for pavement
title_fullStr Performance of underside shaped concrete blocks for pavement
title_full_unstemmed Performance of underside shaped concrete blocks for pavement
title_short Performance of underside shaped concrete blocks for pavement
title_sort performance of underside shaped concrete blocks for pavement
topic Concrete blocks—Design and construction
Pavements, Concrete
Pavements—Performance
url https://openscience.utm.my/handle/123456789/1301
work_keys_str_mv AT mohamedazman performanceofundersideshapedconcreteblocksforpavement