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Elastic modulus of equivalent block layer in concrete block pavement using finite element analysis

By: Pani, Asish Kumar.
Contributor(s): Panda, Bikasha Chandra.
Publisher: Mumbai ACC LTD 2023Edition: Vol.97(1), Jan.Description: 41-49p.Subject(s): Civil EngineeringOnline resources: Click here In: Indian Concrete Journal - ICJSummary: Concrete block pavement (CBP) consists of concrete blocks of brick-sized units connected together with jointing sand and placed on a layer of bedding sand over a sub-base. The paving blocks along with the bedding and jointing sand form a composite layer called as equivalent block layer (EBL), serves the function of both wearing and base course. This paper will present the methodology to work out the elastic modulus of EBL through back calculation process using experimental deflections and finite element analysis. Finally, the mean elastic modulus of 478 MPa has been obtained for the EBL of CBP.
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Concrete block pavement (CBP) consists of concrete blocks of brick-sized units connected together with jointing sand and placed on a layer of bedding sand over a sub-base. The paving blocks along with the bedding and jointing sand form a composite layer called as equivalent block layer (EBL), serves the function of both wearing and base course. This paper will present the methodology to work out the elastic modulus of EBL through back calculation process using experimental deflections and finite element analysis. Finally, the mean elastic modulus of 478 MPa has been obtained for the EBL of CBP.

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