A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements

被引:0
|
作者
Almukashfi, Abdalla Mustafa Abdalla [1 ]
Castellanza, Ricardo [2 ]
Correia, Antonio Gomes [1 ]
Arroyo, Marcos [3 ,4 ]
Zuretti, Carlo [5 ]
Bendea, Daniela [6 ]
Moldovan, Ionut Dragos [6 ,7 ]
机构
[1] Univ Minho, Dept Civil Engn, Inst Sustentabilidade & Inovacao Estruturas Engn, Campus Azurem, P-4800058 Guimaraes, Portugal
[2] Univ Milano Bicocca, Dept Earth & Environm Sci, Piazza Ateneo Nuovo 1, I-20126 Milan, Italy
[3] Polytech Univ Catalonia UPC, Dept Geotech Engn & Geosci, Jordi Girona 1-3, Campus Nord UPC, Modul D-2, Barcelona 08034, Spain
[4] Ctr Int Metodes Numer Engn CIMNE, Carrer Gran Capita,S-N, Barcelona 08034, Catalunya, Spain
[5] Zuretti Luigi SRL, Via A Diaz 22, I-21030 Mesenzana, Italy
[6] Univ Lisbon, Civil Engn Res & Innovat Sustainabil, Inst Super Tecn, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
[7] Lusofona Univ, Fac Engn, Campo Grande 376, P-1749024 Lisbon, Portugal
来源
GEOTECHNICAL TESTING JOURNAL | 2024年 / 47卷 / 05期
关键词
small strain shear modulus; bender element; modified Rowe cell; dynamic interface; WAVE MEASUREMENTS; V-S; STIFFNESS; TIME; VELOCITY; G(MAX); DOMAIN; SOIL;
D O I
10.1520/GTJ20230329
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The small strain shear modulus (G0) G 0 ) is an important characteristic of geomaterials. Its laboratory measurements are very frequently based on bender element transducers installed in different geotechnical apparatuses. Despite their widespread use, there is room to improve the precision, reproducibility, and robustness of bender element measurements, which are currently hampered by an oversimplified interpretation model of the test. Aspects such as transducer directivity, apparatus-induced size effects, and boundary reflectivity are poorly understood and accounted for. This work presents a novel modified Rowe cell apparatus specifically designed to obtain experimental data relevant to those features. The modified Rowe cell uses transmitter and receiver bender elements on the same boundary of the sample, performing dynamic measurements in echo mode with variable initial specimen size. Additionally, the modified Rowe cell endorses the flexible installation of the receivers and enables the use of multiple receivers, with distinct orientations. Furthermore, the modified Rowe cell gives the option of using different boundary conditions at the reflecting end to test the dynamic properties of usual geotechnical testing apparatus interfaces such as (semi-) rigid enclosures and flexible membranes. A systematic reliability study of the bender element measurements on the modified Rowe cell is presented, along with some illustrative examples of the capabilities of the apparatus.
引用
收藏
页码:985 / 1005
页数:21
相关论文
共 50 条
  • [1] A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements
    Almukashfi, Abdalla Mustafa Abdalla
    Castellanza, Ricardo
    Correia, Antonio Gomes
    Arroyo, Marcos
    Zuretti, Carlo
    Bendea, Daniela
    Moldovan, Ionut Dragos
    GEOTECHNICAL TESTING JOURNAL, 2024,
  • [2] Automatic Interpretation of Small Strain Shear Modulus Measurement Using Bender Elements
    Moldovan, Ionut Dragos
    Correia, Antonio Gomes
    INFORMATION TECHNOLOGY IN GEO-ENGINEERING, 2020, : 70 - 83
  • [3] Measurements of elastic shear modulus Gmax using piezoceramic bender elements
    Huang, B.
    Yin, J.
    Chen, Y.
    Wu, S.
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2001, 14 (02): : 155 - 160
  • [4] A novel method for determining the small-strain shear modulus of soil using the bender elements technique
    Wang, Yejiao
    Benahmed, Nadia
    Cui, Yu-Jun
    Anh Minh Tang
    CANADIAN GEOTECHNICAL JOURNAL, 2017, 54 (02) : 280 - 289
  • [5] Bender Element Measurement for Small-Strain Shear Modulus of Compacted Loess
    Wang, Fangtong
    Li, Dianqing
    Du, Wenqi
    Zarei, Chia
    Liu, Yong
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 21 (05)
  • [6] Estimation of Small-Strain Shear Modulus of Embankment Soils Before Construction Using Bender Elements in Compaction Test
    Prashant A.
    Kotak H.
    Jadhav P.R.
    Indian Geotechnical Journal, 2017, 47 (2) : 208 - 217
  • [7] Small Strain Shear Modulus of the Ljubljana Marsh Soil Measured with Resonant Column and Bender Elements under Isotropic and Anisotropic Stress Conditions
    Jurcek, Timotej
    Pulko, Bostjan
    Macek, Matej
    APPLIED SCIENCES-BASEL, 2024, 14 (05):
  • [8] Measurement of shear modulus using bender elements and resonant-column
    Pereira, Claudio
    Gomes Correia, Antonio
    Ferreira, Cristiana
    Santos, Jaime
    Santos, Joao
    FROM FUNDAMENTALS TO APPLICATIONS IN GEOTECHNICS, 2015, : 120 - 129
  • [9] Study on the small strain shear modulus of saturated sand-fines mixtures by bender element test
    Ruan, Bin
    Miao, Yu
    Cheng, Ke
    Yao, Er-lei
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2021, 25 (01) : 28 - 38
  • [10] Field and laboratory measurements on shear modulus of typical Shanghai clay at small strain
    Li Qing
    Xu Zhong-hua
    Wang Wei-dong
    Zhang Jiao
    ROCK AND SOIL MECHANICS, 2016, 37 (11) : 3263 - 3269