Strength properties of nano-MgO and cement stabilized coastal silty clay subjected to sulfuric acid attack

被引:39
|
作者
Wang, Wei [1 ]
Li, Yuan [1 ]
Yao, Kai [2 ]
Li, Na [1 ]
Zhou, Aizhao [3 ]
Zhang, Chen [1 ]
机构
[1] Shaoxing Univ, Sch Civil Engn, Shaoxing, Zhejiang, Peoples R China
[2] Natl Univ Singapore, Dept Civil & Environm Engn, 1 Engn Dr 2, Singapore 117576, Singapore
[3] Jiangsu Univ Sci & Technol, Dept Civil & Architecture Engn, Zhenjiang, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Nano-MgO; cement; silty clay; sulfuric acid attack; direct shear test; MECHANICAL-PROPERTIES; MARINE CLAY; MICROSTRUCTURE CHARACTERISTICS; WASTE; PASTE; REPLACEMENT; BEHAVIOR;
D O I
10.1080/1064119X.2019.1656313
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The characteristics of nanometer magnesium oxide (nano-MgO) admixed cement in the treatment of clay were studied in direct shear tests. The chemical resistance of the admixed clay cement was investigated by soaking specimens in sulfuric acid solution. Various contents of nano-MgO (from 5 parts per thousand to 20 parts per thousand) were mixed with ordinary Portland cement (OPC) and its effect on the shear strength of cemented silty clay was studied. The test results showed that the optimal nano-MgO content to achieve highest shear strength was 5 parts per thousand. It was observed also that the cohesion was most mobilized at the optimal nano-MgO content. Visual observation of the soak-tested samples revealed that damage to the surface of the specimens became more severe at higher sulfuric acid concentrations. In general, the shear strength of the mixture decreased with an increase in sulfuric acid concentration. Moreover, with an increase in sulfuric acid concentration (0.03 to 0.06 mol/L), both the cohesion and the friction angle decreased. However, the shear strength of the mixture increased with an increase in the soaking period, even in the sulfuric acid environment. Within the first 14 days of the soaking period, the shear strength of the mixture showed a clear change. However, for longer soaking periods (i.e., similar to 21 days), the strength did not change a great deal more.
引用
收藏
页码:1177 / 1186
页数:10
相关论文
共 47 条
  • [31] Strength and freeze-thaw cycle resistance of cement stabilized coastal clay mixed with shell powder
    Ying, Liangbo
    Wang, Yuxiang
    Wang, Wei
    MATERIALS RESEARCH EXPRESS, 2023, 10 (06)
  • [32] Study on triaxial mechanical properties and mathematical model of nano-MgO modified cement expansive soil in a short period of time
    Cheng, Cici
    Yu, Wenjie
    Liu, Jingjing
    Wang, Wei
    Song, Xinjiang
    Journal of Railway Science and Engineering, 2021, 18 (09) : 2307 - 2315
  • [33] MICROSTRUCTURAL INVESTIGATION AND STRENGTH PROPERTIES OF CLAY STABILIZED WITH CEMENT, RICE HUSK ASH AND PROMOTER
    Alhaji, Mustapha Mohammed
    Alhassan, Musa
    Adejumo, Taiye Waheed
    Dogo, Ayuba Ibrahim
    JURNAL TEKNOLOGI-SCIENCES & ENGINEERING, 2020, 82 (05): : 11 - 22
  • [34] Strength and sulfuric acid resistance properties of cement mortar containing copper slag
    Hong, Chang Woo
    Lee, Jung-Il
    Ryu, Jeong Ho
    JOURNAL OF THE KOREAN CRYSTAL GROWTH AND CRYSTAL TECHNOLOGY, 2016, 26 (03): : 101 - 108
  • [35] Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust
    Solanki, Pranshoo
    Khoury, Naji
    Zaman, M. M.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2009, 21 (12) : 749 - 757
  • [36] True-triaxial strength characteristics of cement stone subjected to sulfuric acid corrosion: An experimental and theoretical study
    Xu, Ying
    Xiao, Junjie
    Liu, Jiacun
    Xia, Kaiwen
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 444
  • [37] The effects of nanoscale expansive agents on the mechanical properties of non-shrink cement-based composites: The influence of nano-MgO addition
    Moradpour, Reza
    Taheri-Nassaj, Ehsan
    Parhizkar, Tayebeh
    Ghodsian, Masoud
    COMPOSITES PART B-ENGINEERING, 2013, 55 : 193 - 202
  • [38] Durability performance of nano-SiO2 modified OPC-SAC composites subjected to sulfuric acid attack
    Cao, Runzhuo
    Yang, Junfen
    Li, Guoxin
    Zhou, Qun
    Niu, Mengdie
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 371
  • [39] Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods
    Alper Sezer
    Gözde İnan Sezer
    Ali Mardani-Aghabaglou
    Selim Altun
    Neural Computing and Applications, 2020, 32 : 16707 - 16722
  • [40] Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods
    Sezer, Alper
    Sezer, Gozde Inan
    Mardani-Aghabaglou, Ali
    Altun, Selim
    NEURAL COMPUTING & APPLICATIONS, 2020, 32 (21): : 16707 - 16722