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An experimental investigation on the utilization of crushed sand in improving workability and mechanical resistance of concrete

Nguyen Campus in Ho Chi Minh City, University of Transport and Communications, No. 450-451 Le Van Viet Street, Tang Nhon Phu A Ward, Thu Duc City, Ho Chi Minh City, 700000, Viet Nam|
My (57212527202) | Duy-Liem (55332643400); Ngoc-Tra Lam Faculty of Civil Engineering, Ho Chi Minh City Open University, No. 35-37 Ho Hao Hon St, District 1, Ho Chi Minh City, 700000, Viet Nam| Duc-Trong (57224968096); Nguyen Faculty of Civil Engineering, Ho Chi Minh City University of Technology and Education, No. 01 Vo Van Ngan St, Thu Duc City, Ho Chi Minh City, 700000, Viet Nam|

Construction and Building Materials Số , năm 2022 (Tập 326, trang -)

ISSN: 9500618

ISSN: 9500618

DOI:

Tài liệu thuộc danh mục:

Article

English

Từ khóa: Abrasion; Concrete aggregates; Erosion; Rivers; Sand; Shrinkage; Artificial sand; Concrete resistance; Crushed sand; Experimental investigations; Filler materials; Fine aggregates; Mechanical resistance; Properties of concretes; River sands; Workability; Compressive strength
Tóm tắt tiếng anh
Sand/fine aggregate in concrete is a filler material that plays a key role on the mechanical properties of concrete. This experimental work focused on improving the mechanical properties of concrete by utilizing crushed sand, a byproduct in the manufacturing process of coarse aggregate, as an artificial sand material. Firstly, the combination of crushed sand and river sand in making concrete was investigated with an amount of river sand ranging from 0 to 100 mass-%. There was a synergy effect on improving the workability and mechanical properties of the concrete using the hybrid sand. The optimal amount of river sand was from 30 to 40 mass-% to generate the best workability and concrete resistance under compression and flexure. Moreover, crushed sand could completely replace river sand, with noticeable improvements in the mechanical properties of the concrete. Secondly, the concrete using mono crushed sand was added from 0 to 20 mass-% very fine crushed sand < 0.14 mm of total sand. The optimal amount of fine crushed sand was from 5 to 10 mass-% to possibly produce a favorable effect on the concrete's workability and resistance under compression, flexure, splitting, and abrasion. The shrinkage strain developed rapidly and significantly within five hours after casting, and the abrasion resistance of the concrete increased as its compressive strength increased. � 2022 Elsevier Ltd

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