Harakeke reinforcement of soil-cement building materials: Manufacturability and properties

被引:76
|
作者
Segetin, Michael [1 ]
Jayaraman, Krishnan [1 ]
Xu, Xun [1 ]
机构
[1] Univ Auckland, Dept Mech Engn, Auckland 1020, New Zealand
关键词
flax fibre; Harakeke; soil-cement; strength; ductility;
D O I
10.1016/j.buildenv.2006.07.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fibre from the New Zealand flax plant, Phormium tenax, or Harakeke as it is otherwise known in Maori, has been used to reinforce soil-cement composites in an attempt to improve the strength and ductility of the composite material. Previous investigations have found the interfacial bond strength between the harakeke fibre and the soil-cement matrix to be an important factor for the strength of the composite. In an effort to improve the interfacial bond strength, an enamel paint coating has been applied to the fibre surface. Fibre lengths of 70 and 85 mm have been investigated along with fibre content levels of 0.6% and 0.8% measured as a percentage of the dry mass of the soil in the composite. Significant improvement in the ductility of the soil-cement composite has been realised with the addition of the harakeke fibre-reinforcement. It has been found that the specific make-up of the composite with regard to fibre length and content is not critical for the achievement of ductility improvement. Instead, these parameters were found to be controlled more by manufacturing issues such as the workability of the composite. It was found that 85 mm represented an upper limit on fibre length for the manual mixing technique adopted, while a maximum fibre content level of 0.8% was achieved. In order to reduce manufacturing difficulties, different mixing techniques were studied. A successful tumble mixing technique has been identified which is able to improve composite uniformity and the ease of manufacture. Based on the similarity of results for the two fibre content levels investigated, it is recommended that a level of 0.6% be adopted as this both improves the ease of manufacture and minimises the amount of fibre required. When the fibre content level was dropped below 0.6%, it was found that the material exhibited a more brittle failure behaviour. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3066 / 3079
页数:14
相关论文
共 50 条
  • [31] Lignocellulosic materials as soil–cement brick reinforcement
    Ticyane Pereira Freire Sabino
    Nayane Pereira Freire Coelho
    Nayhara Camila Andrade
    Stefânia Lima Oliveira Metzker
    Queilla Santos Viana
    Juliana Farinassi Mendes
    Rafael Farinassi Mendes
    Environmental Science and Pollution Research, 2022, 29 : 21769 - 21788
  • [32] Improvement for soft soil by soil-cement mixing
    Jaritngam, Saravut
    Swasdi, Sommart
    Soft Soil Engineering, 2007, : 637 - 641
  • [33] Optimum soil grading for the soil-cement blocks
    Venkatarama Reddy, B. V.
    Lal, Richardson
    Nanjunda Rao, K. S.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (02) : 139 - 148
  • [34] Use of soil-cement in deep foundations
    deCarvalho, JC
    Farias, MM
    Silva, CM
    RECENT DEVELOPMENTS IN SOIL AND PAVEMENT MECHANICS, 1997, : 473 - 479
  • [35] Strengthening of soils by soil-cement elements
    B. N. Isaev
    S. Yu. Badeev
    A. G. Lunev
    N. N. Tsapkova
    V. V. Logutin
    M. V. Kuznetsov
    V. S. Badeev
    Soil Mechanics and Foundation Engineering, 2010, 47 : 202 - 206
  • [36] Study on piezoelectric properties and sensor properties of carbon fiber reinforced soil-cement
    Lin Jiang-yuan
    Tong Li-yuan
    Li Hong-jiang
    Ma Hai-yang
    Liu Wen-yuan
    Yan Xin
    ROCK AND SOIL MECHANICS, 2024, 45 (07) : 2105 - 2116
  • [37] Determining the Tensile Strength of Soil-Cement
    Wilson, Brian
    Coull, Jim
    GROUTING 2017: JET GROUTING, DIAPHRAGM WALLS, AND DEEP MIXING, 2017, (289): : 289 - 298
  • [38] STRENGTHENING OF SOILS BY SOIL-CEMENT ELEMENTS
    Isaev, B. N.
    Badeev, S. Yu.
    Lunev, A. G.
    Tsapkova, N. N.
    Logutin, V. V.
    Kuznetsov, M. V.
    Badeev, V. S.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2010, 47 (05) : 202 - 206
  • [39] Hydraulic performance of soil-cement liners
    Bellezza, I
    Pasqualini, E
    ENVIRONMENTAL GEOTECHNICS-BOOK, 1997, : 271 - 276
  • [40] Fluidized Soil-Cement Mixes for Backfilling
    Bertolini, Luca
    Carsana, Maddalena
    SPECIAL TOPICS ON MATERIALS SCIENCE AND TECHNOLOGY: AN ITALIAN PANORAMA, 2009, : 35 - 44