Statistical Method for Assessing the Uniaxial Compressive Strength of Carbonate Rock by Schmidt Hammer Tests Performed on Core Samples

被引：0
|
作者：
G. Bruno
G. Vessia
L. Bobbo
机构：
[1] Technical University of Bari,Department of Water Engineering and Chemistry
[2] Consiglio Nazionale delle Ricerche,undefined
[3] Istituto di Ricerca per la Protezione Idrogeologica,undefined
[4] Freelance Civil Engineer,undefined
来源：
Rock Mechanics and Rock Engineering | 2013年 / 46卷
关键词：
Percentile method; Sedimentary carbonate rocks; Schmidt hammer rebound ; –σ; relationship;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：199 / 206
页数：7
相关论文
共 50 条
  • [1] Statistical Method for Assessing the Uniaxial Compressive Strength of Carbonate Rock by Schmidt Hammer Tests Performed on Core Samples
    Bruno, G.
    Vessia, G.
    Bobbo, L.
    ROCK MECHANICS AND ROCK ENGINEERING, 2013, 46 (01) : 199 - 206
  • [2] The effect of Schmidt hammer type on uniaxial compressive strength prediction of rock
    Buyuksagis, I. S.
    Goktan, R. M.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (02) : 299 - 307
  • [3] 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
  • [4] 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)
  • [5] Estimation of uniaxial compressive strength based on P-wave and Schmidt hammer rebound using statistical method
    Behnaz Minaeian
    Kaveh Ahangari
    Arabian Journal of Geosciences, 2013, 6 : 1925 - 1931
  • [6] Estimation of uniaxial compressive strength based on P-wave and Schmidt hammer rebound using statistical method
    Minaeian, Behnaz
    Ahangari, Kaveh
    ARABIAN JOURNAL OF GEOSCIENCES, 2013, 6 (06) : 1925 - 1931
  • [7] Evaluation of the ratio between uniaxial compressive strength and Schmidt hammer rebound number and its effectiveness in predicting rock strength
    Selcuk, Levent
    Yabalak, Esma
    NONDESTRUCTIVE TESTING AND EVALUATION, 2015, 30 (01) : 1 - 12
  • [8] Prediction of unconfined compressive strength of limestone rock samples using l-type schmidt hammer
    Nazir, Ramli
    Momeni, Ehsan
    Armaghani, Danial Jahed
    Amin, Mohd For Mohd
    Electronic Journal of Geotechnical Engineering, 2013, 18 I : 1767 - 1775
  • [9] Uniaxial Compressive Strength of Antarctic Peninsula Rocks: Schmidt Hammer Rebound Test
    Lai, Goh Thian
    Mazlan, Nur Amanina
    Nadzir, Mohd Shahrul Mohd
    Rafek, Abdul Ghani
    Serasa, Ailie Sofyiana
    Hussin, Azimah
    Ern, Lee Khai
    Yeok, Foong Swee
    SAINS MALAYSIANA, 2017, 46 (05): : 677 - 684
  • [10] Reliability of empirical equations to predict uniaxial compressive strength of rocks using Schmidt hammer
    Mohammed, Diyari Abdulalrahman
    Alshkane, Y. M.
    Hamaamin, Y. A.
    GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2020, 14 (04) : 308 - 319
12345