Instantaneous nondestructive evaluation of elastic modulus by using knocking ball test on sedimentary and metasedimentary rock slope

被引:0
作者
Razali, Mazlina [1 ,2 ]
Ismail, Mohd Ashraf Mohamad [1 ,6 ]
Nagendran, Sharan Kumar [3 ]
Zainal, Zuraini [3 ]
Kawano, Kenichi [4 ]
Date, Kensuke [5 ]
Yokota, Yasuhiro [5 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, George Town, Penang, Malaysia
[2] Univ Teknol MARA, Coll Engn, Civil Engn Studies, Permatang Pauh Campus, Cawangan Pulau Pinang, Pulau Pinang, Malaysia
[3] Ctr Excellence Engn & Technol CREaTE, Publ Works Dept JKR, Alor Gajah, Melaka, Malaysia
[4] Kajima Corp, Kajima Tech Res Inst, Soil Mech & Geotech Engn Grp, Tokyo, Japan
[5] Kajima Corp, Kajima Tech Res Inst Singapore, Singapore, Singapore
[6] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, Nibong Tebal 14300, Pulau Pinang, Malaysia
关键词
Elastic modulus; Knocking ball; Hertz's theory; Schmidt hammer; Nondestructive testing; UNIAXIAL COMPRESSIVE STRENGTH; SCHMIDT HAMMER; MECHANICAL-PROPERTIES; HARDNESS;
D O I
10.1016/j.measurement.2023.113774
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The elastic modulus of rock masses is a critical parameter for many engineering applications. However, in situ measurement of the elastic modulus can be challenging and time-consuming. This study established a new in situ method to measure the elastic modulus of rock masses, enhancing prior technology using Hertz's theory. The method involves using a knocking ball, which strikes the rock surface with a spherical steel hammer, providing an instantaneous measurement. The knocking ball method was tested on a variety of rock types, and the results showed a significant correlation (R-2 > 0.8) between the elastic modulus of the knocking ball (Ekb) and the in situ uniaxial compressive strength (UCS-Schmidt). The knocking ball method overcomes the limitations of the Schmidt hammer by offering rapid, direct, and multipoint measurements. The knocking ball method is non -destructive, handheld, and easy to use, making it ideal for use in field applications.
引用
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页数:20
相关论文
共 60 条
[21]   Evaluation of simple methods for assessing the uniaxial compressive strength of rock [J].
Kahraman, S .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (07) :981-994
[22]   A comparative study of Schmidt hammer test methods for estimating the uniaxial compressive strength of rocks [J].
Karaman, Kadir ;
Kesimal, Ayhan .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2015, 74 (02) :507-520
[23]   Evaluation of mechanical rock properties using a Schmidt Hammer [J].
Katz, O ;
Reches, Z ;
Roegiers, JC .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (04) :723-728
[24]  
Kawano K., 2019, 1 MALAYSIAN GEOTECHN, P24
[25]   Determination of mechanical properties of rocks using simple methods [J].
Kilic, A. ;
Teymen, A. .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2008, 67 (02) :237-244
[26]  
Kitamoto Y., Rapid Evaluation of Properties of Grounds and Rockmaterials based on the Hertz Theory
[27]  
Kitamoto Y., 2019, Rapid evaluation method of rock quality and soil property based on sphere collision theory
[28]  
Kitamoto Y., 2019, Rapid Evaluation Method of Rock Quality and Soil Property Based on Sphere Collision Theory, V75, P21
[29]  
Marinos P., 2018, SRM INT S 2000 IS 20
[30]   Estimation of uniaxial compressive strength based on P-wave and Schmidt hammer rebound using statistical method [J].
Minaeian, Behnaz ;
Ahangari, Kaveh .
ARABIAN JOURNAL OF GEOSCIENCES, 2013, 6 (06) :1925-1931