Investigation of saturation effect on the relationship between compressive strength and Schmidt hammer rebound

被引:21
|
作者
Karakul, Hasan [1 ]
机构
[1] Izmir Katip Celebi Univ, Dept Petr & Nat Gas Engn, Izmir, Turkey
关键词
Schmidt rebound value; Uniaxial compressive strength; Degree of saturation; Regression analysis; Intact rock; MECHANICAL-PROPERTIES; SHEAR-STRENGTH; WATER-CONTENT; ROCK; HARDNESS;
D O I
10.1007/s10064-016-0883-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Schmidt rebound values obtained by Schmidt hammer tests have recently been used to predict the uniaxial compressive strengths of both intact rocks and rough joint surfaces. The easy application procedure, short test duration and nondestructive nature of Schmidt hammer testing are the main reasons for which it is preferred by numerous investigators. To date, relationships derived between uniaxial compressive strength and Schmidt rebound values are generally valid only in dry conditions. However, while the adverse effects of saturation upon uniaxial compressive strength are known and emphasized in many studies, there has yet to be a comprehensive investigation dealing with the effects of saturation on Schmidt rebound values. Considering this deficiency, an attempt was made to investigate the effects of saturation on uniaxial compressive strength and Schmidt rebound values and to derive relationships between these two parameters considering the saturation degree. For this purpose, the uniaxial compressive strength and Schmidt rebound values of 14 rock types and one construction material were determined for dry and fully saturated conditions. According to results of laboratory tests, the adverse effects of saturation on both quantities were determined. The results showed that the levels of these adverse effects were dramatically different for the two parameters. Statistical evaluations indicated that relationships between uniaxial compressive strength and Schmidt rebound values are dependent on the degree of the saturation of intact rock material. By considering this, simple and multivariate regression analyses were performed and the resultant simple and multivariate equations were produced. In multivariate regression analysis, the degree of saturation and Schmidt rebound values are used as independent variables. All derived equations have high prediction performance and were determined to be statistically reliable.
引用
收藏
页码:1143 / 1152
页数:10
相关论文
共 50 条
  • [41] Effect of carbonation on the rebound number and compressive strength of concrete
    Kim, Jin-Keun
    Kim, Chin-Yong
    Yi, Seong-Tae
    Lee, Yun
    CEMENT & CONCRETE COMPOSITES, 2009, 31 (02): : 139 - 144
  • [42] COMPARISON OF CONCRETE COMPRESSIVE STRENGTH VALUES OBTAINED USING REBOUND HAMMER AND DRILLED CORE SPECIMENS
    Sadzevicius, Raimondas
    Sankauskiene, Tatjana
    Milius, Petras
    7TH INTERNATIONAL SCIENTIFIC CONFERENCE RURAL DEVELOPMENT 2015: TOWARDS THE TRANSFER OF KNOWLEDGE, INNOVATIONS AND SOCIAL PROGRESS, 2015,
  • [43] The Influence of the Rebound Hammer Test Location on the Estimation of Compressive Strength of a Historical Solid Clay Brick
    Mengistu, Girum Mindaye
    Gyurko, Zoltan
    Nemes, Rita
    SOLIDS, 2023, 4 (01): : 71 - 86
  • [44] Predicting uniaxial compressive strength, modulus of elasticity and index properties of rocks using the Schmidt hammer
    Saffet Yagiz
    Bulletin of Engineering Geology and the Environment, 2009, 68 : 55 - 63
  • [45] Adapting Artificial Intelligence to Improve In Situ Concrete Compressive Strength Estimations in Rebound Hammer Tests
    Wang, Yu Ren
    Lu, Yen Ling
    Chiang, Dai Lun
    FRONTIERS IN MATERIALS, 2020, 7
  • [46] Development of a New Method for Estimating the Indirect Uniaxial Compressive Strength of Rock Using Schmidt Hammer
    Moomivand, H.
    BHM Berg- und Huttenmannische Monatshefte, 2011, 156 (04): : 142 - 146
  • [47] Reliability of the tests’ results of Schmidt Hammer and core cutting for assessing actual compressive strength of concrete
    Alshaikh I.M.H.
    Zeyad A.M.
    Journal of Building Pathology and Rehabilitation, 2022, 7 (1)
  • [48] Predicting uniaxial compressive strength, modulus of elasticity and index properties of rocks using the Schmidt hammer
    Yagiz, Saffet
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2009, 68 (01) : 55 - 63
  • [49] Compressive strength of solid clay brickwork of masonry bridges: Estimate through Schmidt Hammer tests
    Brencich, Antonio
    Latka, Dawid
    Matysek, Piotr
    Orban, Zoltan
    Sterpi, Enrico
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 306
  • [50] A correlation between P-wave velocity, number of joints and Schmidt hammer rebound number
    Kahraman, S
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (05) : 729 - 733