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 40 条
  • [1] Effects of sample size on bender-based axial G0 measurements
    Arroyo, M
    Wood, DM
    Greening, PD
    Medina, L
    Rio, J
    [J]. GEOTECHNIQUE, 2006, 56 (01): : 39 - 52
  • [2] Source near-field effects and pulse tests in soil samples
    Arroyo, M
    Wood, DM
    Greening, PD
    [J]. GEOTECHNIQUE, 2003, 53 (03): : 337 - 345
  • [3] Arroyo M., 2003, RIV ITALIANA GEOTECN, V37, P17
  • [4] Arroyo M, 2010, GEOTECH TEST J, V33, P488, DOI 10.1520/GTJ102872
  • [5] Arulnathan R, 1998, GEOTECH TEST J, V21, P120
  • [6] ASTM International, 2019, ASTM D8295-19, DOI [10.1520/D8295-19, DOI 10.1520/D8295-19]
  • [7] Time and frequency domain evaluation of bender element systems
    Camacho-Tauta, J. F.
    Cascante, G.
    Viana da Fonseca, A.
    Santos, J. A.
    [J]. GEOTECHNIQUE, 2015, 65 (07): : 548 - 562
  • [8] Cerveny V., 1989, Geophysics. Encyclopedia of Earth Science, P1098, DOI [10.1007/0-387-30752-4134, DOI 10.1007/0-387-30752-4134]
  • [9] Hybrid-Trefftz displacement elements for three-dimensional elastodynamics
    Climent, N.
    Moldovan, I. D.
    Bendea, E. D.
    [J]. COMPUTATIONAL MECHANICS, 2022, 70 (06) : 1083 - 1105
  • [10] Dobrin B. M., 1988, Introduction to Geophysical Prospecting, V4th