Mechanical Behavior of Compression-Compacted Dry Concrete Paver Blocks Making Use of Sea Sand and Seawater

Author:

Guo Pengcheng1,Wang Qicheng1,Liu Jia1,Wang Tengfei2,Zhao Junliang234,Wu Dongyan234ORCID

Affiliation:

1. Zhejiang Ouyue Communications Construction Technology Co., Ltd., Wenzhou 325000, China

2. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou 325035, China

3. Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou 325035, China

4. Wenzhou Engineering Technical Research Center on Building Energy Conservation and Emission Reduction & Diaster Prevention and Mitigation, Wenzhou 325035, China

Abstract

Dry concrete is a kind of concrete whose fresh mixture has almost no flowability and is widely used in the production of small-size unreinforced compression-compacted concrete blocks in plants. Considering the shortage of natural river sand and freshwater for concrete production, this study proposes that sea sand and seawater can be directly used in the manufacture of compression-compacted dry concrete paver blocks. The idea was verified in the laboratory to find suitable mix proportions and forming pressure, which are two key parameters for the production of paver blocks. Furthermore, the effect of sea sand replacement ratio and seawater replacement ratio is investigated, where compression and flexural tensile tests were conducted on lab-made paver blocks at different ages. The experimental results reveal that both the compressive and flexural tensile strengths of paver blocks increased when sea sand and seawater were adopted. It is finally suggested that sea sand and seawater are suitable for the production of unreinforced paver blocks with enhanced mechanical performance.

Funder

Natural Science Foundation of Zhejiang Province

Wenzhou Municipal Basic Scientific Research Project

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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