Journal of Concrete Structures and Materials

Journal of Concrete Structures and Materials

The Effect of Using Waste Brick and Recycled Concrete Aggregate on the Durability and Mechanical Properties of Concrete Pavement

Document Type : Original Article

Authors
1 M.Sc. Student in civil-structural engineering, Ayatollah Amoli Branch, Islamic Azad university, Amol, Iran
2 Department of Civil Engineering, Islamic Azad University, Savadkooh Branch, Savadkooh, I. R. Iran.
3 Assistant professor, Department of Civil Engineering, Ayatollah Amoli Branch, Islamic Azad university, Amol, Iran
4 Assistant Professor, Department of Civil Engineering, University of Science and Technology of Mazandaran, Behshahr, Iran
Abstract
In this research, the mechanical properties of concrete in the conditions of using natural aggregates and comparing the results with the replacement of recycled aggregates with values of 10, 20, 30 and 40% have been investigated. Mechanical properties of ordinary concrete were compared with concrete containing coarse-grained brick with 7.5, 15, 22.5 and 30% of concrete volume and concrete containing fine-grained brick with 15, 30, 45 and 60% of concrete volume. In this regard, the results of the study indicate an increase in compressive strength of the samples in the presence of coarse and fine-grained bricks. This increase in compressive strength occurred for coarse-grained bricks up to 22.5% in the presence of crushed bricks and for fine-grained bricks up to 30% in the presence of crushed bricks, and the trend of decreasing compressive strength was evident for higher percentages of crushed bricks. Also, in terms of flexural strength, the specimens have been reduced in the presence of coarse and fine-grained bricks. Finally, the results of the study of water absorption showed an increase in water absorption of samples up to 56.38% for coarse-grained bricks and 51.19% for fine-grained bricks.
Keywords

Subjects


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 [6]ﺣﺠﺎزى, ﻣﻬﺮداد؛ ﻣﺤﻤﻮد ﻫﺎﺷﻤﻲ و ﻣﺮﺗﻀﻲ اﻣﻴﻨﻲ، ١٣٩٥، ﺧﺼﻮﺻﻴﺎت ﻣﻜﺎﻧﻴﻜﻲ ﺑﺘﻦ ﺧﻮد ﻣﺘﺮاﻛﻢ ﺑﺎ ﺳﻨﮕﺪاﻧﻪﻫﺎى ﺑﺎزﻳﺎﻓﺘﻲ، دوﻣﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﺑﻴﻦاﻟﻤﻠﻠﻲ ﻳﺎﻓﺘﻪﻫﺎى ﻧﻮﻳﻦ ﭘﮋوﻫﺸﻲ در ﻣﻬﻨﺪﺳﻲ ﻋﻤﺮان، ﻣﻌﻤﺎرى و ﻣﺪﻳﺮﻳﺖ ﺷﻬﺮى، ﺗﻬﺮان، ﻛﻨﻔﺪراﺳﻴﻮن ﺑﻴﻦاﻟﻤﻠﻠﻲ ﻣﺨﺘﺮﻋﺎن ﺟﻬﺎن((IFIA ، داﻧﺸﮕﺎه ﺟﺎﻣﻊ ﻋﻠﻤﻲ ﻛﺎرﺑﺮدى
[7] ﺳﺎﻟﺨﻮرده, ﺳﺎﻻر و ﻣﺤﻤﺪﺣﺴﻴﻦ ﻧﻮرى ﻗﻴﺪارى، ١٣٨٨، ﺑﺮرﺳﻲ ﻣﻘﺎوﻣﺖ ﻓﺸﺎرى ﺑﺘﻦ ﺧﻮد ﻣﺘﺮاﻛﻢ ﺳﺎﺧﺘﻪ ﺷﺪه ﺑﺎ درﺻﺪﻫﺎى ﻣﺨﺘﻠﻒ ﺳﻨﮕﺪاﻧﻪﻫﺎى ﺑﺎزﻳﺎﻓﺘﻲ ﺑﺘﻦ، دوﻣﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﺑﻴﻦاﻟﻤﻠﻠﻲ ﻣﻘﺎومﺳﺎزى ﻟﺮزهاى، ﺗﺒﺮﻳﺰ، ﻣﺮﻛﺰ ﻣﻠﻲ ﻣﻘﺎوم ﺳﺎزى اﻳﺮان
[8]ﺑﺮﻧﺠﻴﺎن, ﺟﻮاد؛ اﻣﻴﺪ ﻟﻄﻔﻲ ﻋﻤﺮان و اﺳﻤﻌﻴﻞ ﻣﺮزآرا، ١٣٩٥، ارزﻳﺎﺑﻲ آزﻣﺎﻳﺸﮕﺎﻫﻲ اﺛﺮ ﺟﺎﻳﮕﺰﻳﻨﻲ ﺳﻨﮕﺪاﻧﻪﻫﺎى ﺑﺎزﻳﺎﻓﺘﻲ ﺑﺮ ﺧﺼﻮﺻﻴﺎت ﻣﻜﺎﻧﻴﻜﻲ ﺑﺘﻦ ﻣﻘﺎوﻣﺖ ﺑﺎﻻ ﺑﺎ روﻳﻜﺮد ﺗﻮﺳﻌﻪ ﭘﺎﻳﺪار و ﺣﻔﻆ ﻣﺤﻴﻂ زﻳﺴﺖ، ﺳﻮﻣﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﺑﻴﻦ اﻟﻤﻠﻠﻲ ﭘﮋوﻫﺶ در ﻣﻬﻨﺪﺳﻲ، ﻋﻠﻮم و ﺗﻜﻨﻮﻟﻮژى، ﺑﺎﺗﻮﻣﻲ - ﻛﺸﻮر ﮔﺮﺟﺴﺘﺎن، ﻣﻮﺳﺴﻪ ﺳﺮآﻣﺪ ﻫﻤﺎﻳﺶ ﻛﺎرﻳﻦ
[9] شربی نیازی, حسین و خلیل زاده وحیدی, ابراهیم، 1401، بررسی خواص بتن حاوی سنگدانه‌های بازیافتی و لاستیک ضایعاتی به همراه میکروسیلیس. نشریه مهندسی عمران امیرکبیر54(3), 1151-1164
[10] دارﭘﺮﻧﻴﺎن, ﭘﻴﻤﺎن و ﻛﻴﻤﻴﺎ ﻛﻨﻌﺎن زاده، ١٣٩٧، ارزﻳﺎﺑﻲ ﺗﺎﺛﻴﺮ ﭘﻮدر آﺟﺮ در ﺑﻬﺒﻮد ﺣﺴﺎﺳﻴﺖ رﻃﻮﺑﺘﻲ ﻣﺨﻠﻮطﻫﺎى آﺳﻔﺎﻟﺘﻲ، ﻛﻨﻔﺮاﻧﺲ ﺑﻴﻦ اﻟﻤﻠﻠﻲ ﻋﻤﺮان، ﻣﻌﻤﺎرى و ﻣﺪﻳﺮﻳﺖ ﺗﻮﺳﻌﻪ ﺷﻬﺮى در اﻳﺮان، ﺗﻬﺮان، داﻧﺸﮕﺎه ﺻﻨﻌﺘﻲ ﻣﺮاﻏﻪ ﺑﺎ ﻫﻤﻜﺎرى داﻧﺸﮕﺎه ﺗﺒﺮﻳﺰ - داﻧﺸﮕﺎه ﺷﻬﻴﺪ ﻣﺪﻧﻲ آذرﺑﺎﻳﺠﺎن
 
[11] ﺧﻮاﺟﻮﻧﺪ ﻣﺤﻤﺪى ﭘﻮل, ﻣﺤﻤﺪرﺿﺎ و ﻣﻠﻚ ﻣﺤﻤﺪ رﻧﺠﺒﺮ ﺗﻜﻤﻴﻠﻲ، ١٣٩٥، ﺑﺮرﺳﻲ اﺛﺮ آﺟﺮ ﺑﺎزﻳﺎﻓﺘﻲ درﺷﺖداﻧﻪ ﺑﺮ ﻣﻘﺎوﻣﺖ ﻓﺸﺎرى ﺑﺘﻦ ﺑﻪ روش ﺗﺎﮔﻮﭼﻲ، دوﻣﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﻣﻠﻲ ﻣﻬﻨﺪﺳﻲ ﻋﻤﺮان، ﻣﻌﻤﺎرى و ﺗﻮﺳﻌﻪ ﺷﻬﺮى، ﺑﺎﺑﻞ، ﻣﻮﺳﺴﻪ ﻋﻠﻤﻲ ﺗﺤﻘﻴﻘﺎﺗﻲ ﻛﻮﻣﻪ ﻋﻠﻢآوران داﻧﺶ
[12] رﺿﺎﻳﻲ, ﻣﻬﺪى؛ اﺑﻮاﻟﻔﻀﻞ اﺣﻤﺪى و ﻣﻌﻴﻦ رﺿﺎﻳﻲ ﻛﺮﻳﻦ، ١٣٩٦، ﺑﺮرﺳﻲ اﺳﺘﻔﺎده از آﺟﺮﻫﺎى ﺑﺎزﻳﺎﻓﺘﻲ ﺷﻜﺴﺘﻪ ﺑﻪ ﻋﻨﻮان ﺷﻦ در ﺑﺘﻦﻫﺎى ﺑﺎزﻳﺎﻓﺘﻲ، ﺷﺸﻤﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﻣﻠﻲ و دوﻣﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﺑﻴﻦ اﻟﻤﻠﻠﻲ ﻣﺼﺎﻟﺢ و ﺳﺎزه ﻫﺎى ﻧﻮﻳﻦ در ﻣﻬﻨﺪﺳﻲ ﻋﻤﺮان، ﻳﺰد، داﻧﺸﮕﺎه ﻳﺰد
[13] ﺷﻴﺮى ﺑﻨﻤﺎر, ﻣﻬﺪى و ﻓﺮﻫﺎد ﭘﻴﺮﻣﺤﻤﺪى ﻋﻠﻴﺸﺎه، ١٣٩٧، ﺑﺮرﺳﻲ ﻣﺪول اﻻﺳﺘﻴﺴﻴﺘﻪ ﺧﻮاص ﺟﻤﻊ ﺷﺪﮔﻲ ﺑﺘﻦ ﺣﺎوى ﺿﺎﻳﻌﺎت ﺳﺮاﻣﻴﻚ آﺟﺮ ﺧﺮد ﺷﺪه ﺑﻪ ﻋﻨﻮان ﺟﺎﻳﮕﺰﻳﻦ ﺑﺨﺶ ﻣﺎﺳﻪ، اوﻟﻴﻦ ﻛﻨﮕﺮه ﺑﻴﻦ اﻟﻤﻠﻠﻲ ﺻﻨﻌﺖ ﺳﺎﺧﺘﻤﺎن ﺑﺎ ﻣﺤﻮرﻳﺖ ﺗﻜﻨﻮﻟﻮژى ﻫﺎى ﻧﻮﻳﻦ در ﺻﻨﻌﺖ ﺳﺎﺧﺘﻤﺎن، ﺗﺒﺮﻳﺰ، ﻣﺠﻤﻊ ﻣﻬﻨﺪﺳﺎن ﺟﻮان اﺳﺘﺎن آذرﺑﺎﻳﺠﺎن ﺷﺮﻗﻲ
[14] دﺷﺘﻲ رﺣﻤﺖ آﺑﺎدى, ﻣﺤﻤﺪﻋﻠﻲ و ﻧﻴﻤﺎ رﺳﺎ، ١٣٩٤، ﺑﺮرﺳﻲ وﻳﮋﮔﻲﻫﺎى ﺑﺘﻦ ﺳﺎﺧﺘﻪ ﺷﺪه ﺑﺎﺧﺮده آﺟﺮ، ﻛﻨﻔﺮاﻧﺲ ﻣﻠﻲ ﻣﻬﻨﺪﺳﻲ ﻋﻤﺮان و ﻣﺤﻴﻂ زﻳﺴﺖ، ﻗﺰوﻳﻦ، ﻣﻌﺎوﻧﺖ ﭘﮋوﻫﺸﻲ داﻧﺸﻜﺪه ﻣﻬﻨﺪﺳﻲ ﻋﻤﺮان و ﻧﻘﺸﻪﺑﺮدارى داﻧﺸﮕﺎه آزاد اﺳﻼﻣﻲ ﻗﺰوﻳﻦ
 [15]ﻣﺪﻧﺪوﺳﺖ, رﺣﻤﺖ؛ ﺣﺴﻴﻦ ﻗﻨﺎدزاده و ﻣﻴﺜﻢ ﺳﻌﺎدﺗﻤﻨﺪ، ١٣٩٠، ارزﻳﺎﺑﻲ ﺧﻮاص ﻣﻬﻨﺪﺳﻲ ﺑﺘﻦ ﺣﺎوى ﺗﺮﻛﻴﺐ ﺳﺮاﻣﻴﻚ وآﺟﺮ ﺿﺎﻳﻌﺎﺗﻲ ﺧﺮد ﺷﺪه ﺑﻪ ﻋﻨﻮان ﺟﺎﻳﮕﺰﻳﻦ ﺑﺨﺸﻲ از رﻳﺰداﻧﻪ، اوﻟﻴﻦ ﻛﻨﻔﺮاﻧﺲ ﻣﻠﻲ ﻋﻤﺮان و ﺗﻮﺳﻌﻪ، رﺷﺖ، داﻧﺸﮕﺎه آزاد اﺳﻼﻣﻲ واﺣﺪ ﻟﺸﺖ ﻧﺸﺎ
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[20] Bhatta, Naresh, Abhas Adhikari, Anubhav Ghimire, Nishant Bhandari, Aayushman Subedi, and Kameshwar Sahani. "Comparing Crushed Brick as Coarse Aggregate Substitute in Concrete: Experimental vs. Numerical Study." Iranian Journal of Science and Technology, Transactions of Civil Engineering (2024): 1-20.
[21] BS 1881: Part 116: 1983. “Method For Determination Of Compressive Strength Of Concrete Cubes”, British Standard Department Of Environmental (DOE), United Kingdom, “Standard for Design Concrete”.
[22] ASTM C 293, "Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)", American Society for Testing and Materials, 2002, West Conshohocken.
[23] ASTM C78–02, (2002). “Flexural Strength of Concrete (Using Simple Beam With Third- Point Loading)”, Annual Book of ASTM Standard, Vol 04.02 

  • Receive Date 06 January 2024
  • Revise Date 12 July 2024
  • Accept Date 20 August 2024