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
  • [11] Analysis of strength development in cement-stabilized silty clay from microstructural considerations
    Horpibulsuk, Suksun
    Rachan, Runglawan
    Chinkulkijniwat, Avirut
    Raksachon, Yuttana
    Suddeepong, Apichat
    CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (10) : 2011 - 2021
  • [12] THE PERFORMANCE OF CEMENT PASTE AND CONCRETE SUBJECTED TO SULFURIC-ACID ATTACK
    FATTUHI, NI
    HUGHES, BP
    CEMENT AND CONCRETE RESEARCH, 1988, 18 (04) : 545 - 553
  • [13] Belitic calcium sulfoaluminate cement subjected to sulfate attack and sulfuric acid
    Dillard, R. J.
    Murray, C. D.
    Deschenes, R. A.
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 343
  • [14] Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers
    Wang, Wei
    Kang, Haibo
    Li, Na
    Guo, Jia
    Girma, Deressa Yonatan
    Liu, Yong
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (06)
  • [15] Strength characteristics of cement-reinforced recycled aggregate modified with nano-MgO as road bases
    Wang, Wei
    Wang, Yuxiang
    Lv, Beifeng
    Li, Cuihong
    Kong, Hanjun
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [16] Experimental Study on Dynamic Properties of Nano-MgO-Modified Silty Clay
    Gao, Lei
    Luo, Yi
    Ren, Zhen
    Yu, Xiangjuan
    Wu, Kexiong
    INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, 2020, 6 (02)
  • [17] Experimental Study on Dynamic Properties of Nano-MgO-Modified Silty Clay
    Lei Gao
    Yi Luo
    Zhen Ren
    Xiangjuan Yu
    Kexiong Wu
    International Journal of Geosynthetics and Ground Engineering, 2020, 6
  • [18] Small-strain dynamic properties of silty clay stabilized by cement and fly ash
    Lang, Lei
    Li, Fudong
    Chen, Bing
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 237
  • [19] Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications
    Ohadian, Ali
    Khayat, Navid
    Mokhberi, Mehdi
    Horpibulsuk, Suksun
    TRANSPORTATION GEOTECHNICS, 2024, 46
  • [20] Unconfined Compressive Properties of Fiber-Stabilized Coastal Cement Clay Subjected to Freeze-Thaw Cycles
    Li, Na
    Zhu, Yalan
    Zhang, Fang
    Lim, Sin Mei
    Wu, Wangyi
    Wang, Wei
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 9 (02) : 1 - 14