Technical Papers
Aug 24, 2023

Proposed Mix Design Method for Dune Sand Concrete Using Close Packing Model and Mortar Film Thickness Theory

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11

Abstract

Massive infrastructure constructions have resulted in scarcity of river sand resources. Previous studies and applications proved dune sand can partially replace river sand used in engineering to alleviate the supply and demand contradiction of river sand. However, due to the dune sand is finer, rounder and smoother than river sand, determining the appropriate proportion of dune sand for designing engineered dune sand concrete (DSC) remains challenging. To tackle this challenge, a mix design method for DSC was proposed via close packing model and mortar film thickness theory. Specifically, the close packing model was used to confirm dune sand content and sand ratio, then the dune sand and river sand were mixed to obtain engineering-standard mixed sand. The mortar film thickness theory was utilized to determine the mortar volume and to tailor the concrete slump. By proper design, the DSC achieved the 28-d compressive strengths of 50 MPa along with good workability. Increasing the thickness of the mortar film from 0.3 to 0.9 mm leads to significant changes in DSC performance. For per 0.1 mm increase in thickness, there is an average change of 14.25 mm in slump, 11.35  kg/m3 in dry density, 0.90 MPa in compressive strength at 28 d, 15.06  kg/m3 in CO2 emission, 85.3  MJ/m3 in energy consumption, and 1.2  USD/m3 in cost. The designed DSC achieved a relatively low cement intensity (CI) value of 6.23  kg/m3/MPa, implying that DSC exhibits good eco-efficiency. Therefore, the proposed hybrid design approach can guide the design of engineered DSCs with excellent mechanical properties as well as environmental and economic performance.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was sponsored by the Open Fund of Inner Mongolia Transportation Development Research Center (No. 2019KFJJ-007), Natural Science Basic Research Program of Shaanxi (No. 2021JC-26), and Special Fund for Basic Scientific Research of Central Colleges (Nos. 300102281303, 300102282112, and 300102283102). These supports are greatly acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 11November 2023

History

Received: Dec 10, 2022
Accepted: Apr 4, 2023
Published online: Aug 24, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 24, 2024

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Guohua Xing [email protected]
Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. Email: [email protected]
Ph.D. Student, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. ORCID: https://orcid.org/0000-0001-6953-1027. Email: [email protected]
Pengyong Miao [email protected]
Assistant Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China (corresponding author). Email: [email protected]
Master’s Student, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. Email: [email protected]
Senior Engineer, Quality Monitoring and Appraisal Station for Traffic Construction Project of Inner Mongolia Autonomous Region, No. 105, Hulun North Rd., Xincheng District, Hohhot 010051, China. ORCID: https://orcid.org/0009-0004-8214-512X. Email: [email protected]
Yongjun Qin [email protected]
Professor, School of Civil Engineering, Xinjiang Univ., Urumqi 830046, China. Email: [email protected]

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