Experimental Study on the Mix Ratio of Restored Heritage Building Adobe

被引:1
|
作者
Yue, Jianwei [1 ,2 ,3 ]
Zhang, Yiang [1 ]
Li, Peng [1 ,2 ]
Zhang, Jing [1 ]
Huang, Xuanjia [1 ]
Yue, Yang [4 ]
Han, Zhiguang [1 ]
机构
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475004, Peoples R China
[2] Henan Univ, Sch Civil Engn & Architecture, Key Lab Restorat & Safety Evaluat Immovable Cultu, Kaifeng 475004, Peoples R China
[3] Henan Univ, Sch Civil Engn & Architecture, Key Res Inst Yellow River Civilizat & Sustainable, Kaifeng 475004, Peoples R China
[4] UCL, Dept Mech Engn, Torrington Pl, London WC1E 7JE, England
基金
中国国家自然科学基金;
关键词
unconfined compressive strength; water resistance; mix ratio; modified raw adobe;
D O I
10.3390/ma15114034
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The reciprocating action of the external environment gradually reduces the mechanical properties and water stability of original heritage buildings, resulting in the gradual loss of their cultural value. In this paper, the adobe for the construction of raw soil and cultural relics in western Henan is taken as the research object. The local plain soil is used as the raw material, and the adobe samples are prepared with modified materials such as quicklime and sodium methyl silicate, in order to improve its mechanical properties and water stability. The degree of correlation between the compressive strength, capillary water absorption, pH value, particle size distribution, and the electrical conductivity of modified raw adobe, as well as the modification mechanism of the microstructure, was studied. The results show that the addition of quicklime and sodium methyl silicate can enhance the compressive strength and water resistance of the modified raw adobe, and the optimum dosage is 1.5% sodium methyl silicate; with the increase of the curing age, the compressive strength of the single-mixed quicklime sample, the single mixed sodium methyl silicate samples, and the composite sample were increased by 1.94 times, 12.6 times and 2.61 times, respectively, compared with the plain soil samples, and with the increase of compressive strength, the pH, conductivity and capillary water absorption of the samples decreased continuously. It is evident from the particle gradation test and SEM images that the internal pores of the samples in the modified group become smaller, and the particle structure of the sample doped with sodium methyl silicate is the densest. The results of the study provide support for the restoration of the soil and cultural-relic buildings.
引用
收藏
页数:19
相关论文
共 50 条
  • [21] Experimental Study of Design of Mix Proportion of Leaf Concrete
    Jiang, Demin
    Cui, Suping
    ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4, 2012, 174-177 : 1177 - 1183
  • [22] Mechanical behavior of asphalt mix: An experimental and numerical study
    Mitra, Kalhan
    Das, Animesh
    Basu, Sumit
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 27 (01) : 545 - 552
  • [23] Experimental Study of Mix Proportion of Magnesium Oxychloride Cement
    Qiu, Zhanhong
    Feng, Jinrong
    Xiao, Lei
    Zeng, Zhiyong
    APPLIED MECHANICS AND CIVIL ENGINEERING II, 2012, 188 : 183 - +
  • [24] Experimental Study on the Mechanical Properties of Straw Fiber-Reinforced Adobe Masonry
    Abdulla, Kurdo F.
    Cunningham, Lee S.
    Gillie, Martin
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (11)
  • [25] Study on Optimization Design of Fly Ash Foamed Concrete Mix Ratio
    Zhao Xiaoyan
    Tian Wenling
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT, 2010, : 849 - 853
  • [26] BUILDING STUDY - PART OF A HERITAGE - COUNCIL HOUSING BRISTOL ROAD
    WEIR, S
    ARCHITECTS JOURNAL, 1979, 169 (03): : 123 - 137
  • [27] Maintenance of Heritage Building: A Case Study from Ipoh, Malaysia
    Tan, Seong Yeow
    Olanrewaju, Abdullateef
    Lee, Lim Tat
    3RD INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING FOR SUSTAINABILITY (ICONCEES 2015), 2016, 47
  • [29] Heritage Building Information Modelling - a case study of Kasthamandap, Nepal
    Paremain, Henry William Perry
    Toll, David Geoffrey
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING HISTORY AND HERITAGE, 2023, 176 (01) : 25 - 34
  • [30] RESTORED MARBLE EPISTYLES UNDER BENDING: A COMBINED EXPERIMENTAL AND NUMERICAL STUDY
    Kourkoulis, S. K.
    Mentzini, M.
    Ganniari-Papageorgiou, E.
    INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2013, 7 (01) : 89 - 115