Application of Shear Wave Velocity to Rock Rippability Estimates Based on Poisson's Ratios Determined from Laboratory and Field Measurements

被引:0
|
作者
Rahimi, Salman [1 ]
Wood, Clinton M. [1 ]
Rieth, Rendon [1 ]
Himel, Ashraf Kamal [1 ]
机构
[1] Univ Arkansas, Dept Civil Engn, Batesville, AR 72501 USA
来源
IFCEE 2021: FROM TRADITIONAL TO EMERGING GEOTECHNICS | 2021年 / 325期
关键词
Rock Poisson's ratio; Downhole; Rock core testing; Rippability; Shear wave velocity;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Being able to accurately identify the rippability of rock materials is essential for many civil engineering projects that involve rock excavation. The current procedure for rock rippability estimations using geophysics is solely based on the P-wave velocity of the rock. However, with the increased use of multichannel analysis of surface waves (MASW) for performing pseudo 2D V, surveys, the need for V, rippability charts continues to increase. This study develops new rippability charts based on rock V. To do so, Poisson's ratios of different rock formations are first determined using downhole measurements and laboratory testing on rock core samples. The results are then compared to examine the limitations of laboratory testing as a common practice for rock Poisson's ratio estimation. It was observed that in situ Poisson's ratios of rock formations are often underestimated using laboratory measurements. This is because laboratory testing is conducted on a small sample of intact rock, which is not a true representative of the in situ rock conditions. The results clearly indicate the need to account for such underestimation in the rock Poisson's ratio when using laboratory measurements. Finally, using the Poisson's ratios from downhole measurements, updated rock rippability ranges are determined based on V-s. These charts can be used along with any field methods that measure V, of subsurface materials to estimate rock rippability.
引用
收藏
页码:339 / 349
页数:11
相关论文
共 29 条
  • [21] Gravel liquefaction assessment using dynamic cone penetration and shear wave velocity tests based on field performance from the 1964 Alaska earthquake
    Roy, Jashod
    Rollins, Kyle M.
    Athanasopoulos-Zekkos, Adda
    Harper, McKay
    Linton, Nicolas
    Basham, Michelle
    Greenwood, William
    Zekkos, Dimitrios
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 160
  • [22] Analysis of earthquake-prone areas based on the seismic wave velocity, young<bold>'</bold>s modulus, shear modulus, and Poisson's ratio for disaster risk reduction in Bengkulu city, Indonesia
    Hadi, Arif Ismul
    Sunaryo, M.
    Farid, M.
    Harlianto, Budi
    Fadli, Darmawan Ikhlas
    Putriani, Eli
    NATURAL HAZARDS, 2024, 120 (15) : 14683 - 14702
  • [23] Selection of Physical 2D Probabilistic Realizations of Shear Wave Velocity Random Field Based on Dispersion Curves Derived from MASW Numerical Experiment
    Youssef, E.
    El Haber, E.
    Massih, D. Abdel
    Cornou, C.
    Al Bitar, T.
    Caballero, F. Lopez
    GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS V: SEISMIC HAZARD ANALYSIS, EARTHQUAKE GROUND MOTIONS, AND REGIONAL-SCALE ASSESSMENT, 2018, (291): : 589 - 598
  • [24] Rock physics analysis from predicted Poisson's ratio using RVFL based on Wild Geese Algorithm in scarab gas field in WDDM concession, Egypt
    Nabih, Muhammad
    Ghoneimi, Ashraf
    Bakry, Ahmed
    Chelloug, Samia Allaoua
    Al-Betar, Mohammed Azmi
    Abd Elaziz, Mohamed
    MARINE AND PETROLEUM GEOLOGY, 2023, 147
  • [25] Simultaneous measurements of compressional wave and shear wave velocities, Poisson's ratio, and Vp/Vs under deep crustal pressure and temperature conditions: Example of silicified pelitic schist from Ryoke Belt, Southwest Japan
    Matsumoto, Yuki
    Ishikawa, Masahiro
    Terabayashi, Masaru
    Arima, Makoto
    ISLAND ARC, 2010, 19 (01) : 30 - 39
  • [26] S40RTS: a degree-40 shear-velocity model for the mantle from new Rayleigh wave dispersion, teleseismic traveltime and normal-mode splitting function measurements
    Ritsema, J.
    Deuss, A.
    van Heijst, H. J.
    Woodhouse, J. H.
    GEOPHYSICAL JOURNAL INTERNATIONAL, 2011, 184 (03) : 1223 - 1236
  • [27] Directional dependence of P- and S-wave propagation and polarization in foliated rocks from the Kola superdeep well: Evidence from laboratory measurements and calculations based on TOF neutron diffraction
    Ivankina, TI
    Kern, HM
    Nikitin, AN
    TECTONOPHYSICS, 2005, 407 (1-2) : 25 - 42
  • [28] Soil density, elasticity, and the soil-water characteristic curve inverted from field-based seismic P-and S-wave velocity in shallow nearly saturated layered soils
    Shen, Jie
    Lorenzo, Juan M.
    White, Chris D.
    Tsai, Frank
    Geophysics, 2014, 80 (03)
  • [29] Soil density, elasticity, and the soil-water characteristic curve inverted from field-based seismic P- and S-wave velocity in shallow nearly saturated layered soils
    Shen, Jie
    Lorenzo, Juan M.
    White, Chris D.
    Tsai, Frank
    GEOPHYSICS, 2015, 80 (03) : WB11 - WB19