Interaction between bedding sand thickness and shell groove-underside shaped concrete block pavement

• Main Authors: Mohamed, Azman (Author), Md. Nor, Hasanan (Author), Hainin, Mohd. Rosli (Author), Yaacob, Haryati (Author), Ismail, Che Ros (Author), Abd. Khalid, Nur Hafizah (Author)
• Format: Article
• Language: English
• Published: Penerbit UTM Press, 2015.
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: Get fulltext

 Underside Shaped Concrete Block (USCB) has groove shaped at the underside block surface to produce resistance in horizontal plane and to grip onto the bedding sand layer. However, the horizontal movement of block units is the major problem in pavement due to vehicle braking and accelerated action. This paper presents the laboratory evaluation on vertical and horizontal displacement of shell groove-USCB pavement laid onto different bedding sand layer thickness. A pavement laboratory test was conducted to investigate the interaction between USCB type of the Shell-Rectangular 15 mm (Shell-R15) and bedding sand on three different loose bedding sand layer thicknesses of 50 mm, 70 mm and 90 mm respectively. Then, push-in loading test and horizontal loading test were performed. The results showed that interaction between USCB Shell-R15 and bedding sand layer thickness had significant influence to the vertical and horizontal displacement compared to control of 50 mm loose bedding sand layer thickness. The loose bedding sand layer thickness of 70 mm performed better compared to others.