Attenuation in sand: an exploratory study on the small-strain behavior and the influence of moisture condensation

被引:0
|
作者
Y.-H. Wang
J. C. Santamarina
机构
[1] The Hong Kong University of Science and Technology,Department of Civil Engineering
[2] Georgia Institute of Technology,Department of Civil and Environmental Engineering
来源
Granular Matter | 2007年 / 9卷
关键词
Damping ratio; Sands; Microscale; Capillary force; Resonant column; AFM; Thermoelasticity; Counter emf; Relative humidity;
D O I
暂无
中图分类号
学科分类号
摘要
The loss mechanisms responsible for the observed attenuation in soils are often unclear and controversial. This is particularly the case with the small-strain damping Dmin in air-dry sands. Ultimately, physical explanations must accommodate the observed effects of confinement, strain level, frequency, and load repetition. Three hypotheses are explored herein: measurement bias, thermoelastic relaxation, and adsorbed layers. Micro and macro-scale experimentation using photoelasticity, thermal infrared imaging, atomic force microscopy and resonant column testing are complemented with conceptual analyses. Results show that Mindlin-contact friction cannot explain the observed response of the small-strain damping ratio Dmin and thermoelastic loss is suggested. While thermoelastic relaxation is inherently frequency dependent, the superposition of multiple internal scales in soils can justify the observed low dependency on frequency. Moisture condensation leads to adsorbed water layers on grain surfaces, which has a small but observable effect on shear modulus and a significant influence on damping ratio. Participating loss mechanisms at small-strains may involve distortion and motion of adsorbed layers and hydration force hysteresis. Hysteretic capillary breakage at contacting asperities gains relevance when the strain exceeds the elastic threshold strain; this strain coincides with the strain range when frictional losses begin to dominate. Finally, the damping ratio in air-dry sands is very small, and causality-based attenuation–dispersion relations predict modulus dispersion about 1% per log cycle, therefore the medium can be considered non-dispersive for practical purposes.
引用
收藏
相关论文
共 50 条
  • [21] Experimental Study on Small-Strain Shear Modulus of Unsaturated Silty-Fine Sand
    Yan, Kai
    Wang, Yong
    Yang, Zhiyong
    Lai, Xianghua
    Chen, Cheng
    APPLIED SCIENCES-BASEL, 2022, 12 (17):
  • [22] Small-strain shear stiffness of sand-gravel mixtures
    Pokhrel, Abilash
    Chiaro, Gabriele
    PROCEEDINGS OF THE 8TH INTERNATIONAL SYMPOSIUM ON DEFORMATION CHARACTERISTICS OF GEOMATERIALS, IS-PORTO 2023, 2024, 544
  • [23] Influence of weathering process on small-strain shear modulus (Gmax) of hydrocarbon-contaminated sand
    Rajabi, Hamid
    Sharifipour, Mohammad
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 107 : 129 - 140
  • [24] Small-Strain Dynamic Behavior of Sand and Sand-Crumb Rubber Mixture for Different Sizes of Crumb Rubber Particle
    Das, Sukanta
    Bhowmik, Debjit
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (11)
  • [25] Effects of sand and water contents on the small-strain shear modulus of loess
    Liu, Xin
    Zhang, Ning
    Lan, Hengxing
    ENGINEERING GEOLOGY, 2019, 260
  • [26] Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand
    Gajo, A.
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2010, 34 (02) : 111 - 134
  • [27] Small-strain shear modulus of calcareous sand under anisotropic consolidation
    Shi, Jinquan
    Xiao, Yang
    Hu, Jian
    Wu, Huanran
    Liu, Hanlong
    Haegeman, Wim
    CANADIAN GEOTECHNICAL JOURNAL, 2022, 59 (06) : 878 - 888
  • [28] Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation
    Simatupang, Minson
    Okamura, Mitsu
    Hayashi, Kazuyuki
    Yasuhara, Hideaki
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 115 : 710 - 718
  • [29] Multi-Scale Study of the Small-Strain Damping Ratio of Fiber-Sand Composites
    Li, Haiwen
    Kasyap, Sathwik S.
    Senetakis, Kostas
    POLYMERS, 2021, 13 (15)
  • [30] Study on the Small-strain Behaviors of Unsaturated Soils
    Wang Jinxing
    Liang Weimin
    Yu Yongqiang
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1097 - 1100