Performance assessment of fiber-reinforced coral aggregate-based lightweight foam concrete for sustainable marine construction

被引:5
作者
Bayraktar, Oguzhan Yavuz [1 ]
Danish, Aamar [2 ,3 ]
Bodur, Burak [4 ]
Kaplan, Gokhan [5 ]
Aydin, Abdulkadir Cuneyt [5 ]
Ozbakkaloglu, Togay [2 ,6 ]
机构
[1] Kastamonu Univ, Dept Civil Engn, TR-37150 Kastamonu, Turkiye
[2] Texas State Univ, Mat Sci Engn & Commercializat MSEC Program, San Marcos, TX 78666 USA
[3] Texas State Univ, Dept Engn Technol, San Marcos, TX 78666 USA
[4] Bartin Univ, Project & Technol Off, TR-74100 Bartin, Turkiye
[5] Ataturk Univ, Dept Civil Engn, TR-25030 Erzurum, Turkiye
[6] Texas State Univ, Ingram Sch Engn, San Marcos, TX 78666 USA
关键词
Coral aggregate; Lightweight foam concrete; Polypropylene fibers; Compressive strength; Marine construction; HIGH-STRENGTH CONCRETE; BLAST-FURNACE SLAG; MECHANICAL-PROPERTIES; POLYPROPYLENE FIBERS; FLY-ASH; HIGH-TEMPERATURE; RESIDUAL STRENGTH; DRYING SHRINKAGE; DURABILITY; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2024.138368
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on the storage of raw materials and the high energy consumption associated with marine transportation, using coral aggregates to produce cementitious composites is the most promising candidate to counter these challenges. This research evaluates the suitability of coral aggregate and polypropylene fibers (PPF) to produce lightweight foam concrete. Quartz aggregate was replaced with coral aggregate in percentages of 25, 50, and 100 % along with 0-3 % incorporation of PPF. The performance assessment (through physical, mechanical, and durability tests) and economic and ecological analysis were conducted on the concrete mixtures. Based on the properties assessed, the optimal percentages of coral aggregate in specimens containing 0 %, 1.5 %, and 3 % PPF are 50 %, 50 %, and 100 %, respectively. This research may serve as a guide for future studies, focusing on coral aggregates as an effective alternative to conventional aggregates in cementitious composite production, with the goal of promoting their commercial applications for resource conservation.
引用
收藏
页数:16
相关论文
共 115 条
[1]  
A. ASTM, 2017, C33/C33M
[2]   The effect of steel and polypropylene fibers on the chloride diffusivity and drying shrinkage of high-strength concrete [J].
Afroughsabet, Vahid ;
Biolzi, Luigi ;
Monteiro, Paulo J. M. .
COMPOSITES PART B-ENGINEERING, 2018, 139 :84-96
[3]   Mechanical Properties and Thermal Conductivity of Fly Ash-Based Geopolymer Foams with Polypropylene Fibers [J].
Agustini, Ni Komang Ayu ;
Triwiyono, Andreas ;
Sulistyo, Djoko ;
Suyitno, S. .
APPLIED SCIENCES-BASEL, 2021, 11 (11)
[4]   Experimental research on the performance of lightweight concrete containing foam and expanded clay aggregate [J].
Ahmad, Muhammad Riaz ;
Chen, Bing .
COMPOSITES PART B-ENGINEERING, 2019, 171 :46-60
[5]   Comparing properties of foamed concrete and lightweight expanded clay aggregate concrete at the same densities [J].
Ahmadi, S. Farshad ;
Reisi, Mohammad ;
Sajadi, S. Mohammad .
CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 19
[6]   Utilization of crushed clay brick in cellular concrete production [J].
Aliabdo, Ali A. ;
Abd-Elmoaty, Abd-Elmoaty M. ;
Hassan, Hani H. .
ALEXANDRIA ENGINEERING JOURNAL, 2014, 53 (01) :119-130
[7]   Performance evaluation and cost analysis of ternary blended geopolymers for sustainable built environment under different curing regimes [J].
Alnkaa, Abdoslam Abdallaa ;
Danish, Aamar ;
Yaprak, Hasbi ;
Memis, Selcuk ;
Gencel, Osman ;
Amran, Mugahed ;
Ozbakkaloglu, Togay .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 409
[8]  
[Anonymous], 2023, ASTM C596-23
[9]  
[Anonymous], 2014, Standard test method for flexural strength of hydraulic-cement mortars
[10]  
[Anonymous], 2013, ASTM INT STANDARD TE, P1, DOI [DOI 10.1520/E2809-13.2, 10.1520/C1437- 15, DOI 10.1520/C1437-15]