How fine particles alter wave propagation in granular media: insights from micromechanical modelling

被引:1
作者
Tang, Xiao [1 ]
Yang, Jun [1 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Pokfulam Rd, Hong Kong, Peoples R China
来源
GEOTECHNIQUE | 2025年
关键词
wave propagation; granular materials; numerical simulations; fines content; dispersion; micromechanics; NONPLASTIC FINES; CRITICAL-STATE; SILTY SANDS; VOID RATIO; LOOSE SAND; STIFFNESS; LIQUEFACTION; STRENGTH; VELOCITY; BEHAVIOR;
D O I
10.1680/jgeot.24.01256
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents an attempt to address an intriguing question about the role of fine particles in altering wave propagation in granular media from the micromechanical perspective. Special effort is made to examine whether the state dependency of shear wave velocity can be characterised in a unified manner and to establish micromechanical understanding on the observations from recent physical experiments. To simulate the wave propagation accurately, several novel techniques are used to build the numerical model to a scale comparable to laboratory specimens and to effectively eliminate the near-field effect and boundary reflections. It is shown that, with the presence of fines, the degradation of elastic wave velocity is directly associated with the reduction of coordination number. The dispersion relationship constructed from the space-time data of all particles reveals that even a small quantity of fines can cause severe frequency filtering and attenuation. Tied up with recent experimental work, the unified method of characterising the shear wave velocity by the state parameter in the critical state theory is confirmed by the simulations of both small-strain wave propagation and large-strain triaxial compression tests. At the microscopic level, a sound relationship is found between the mechanical coordination number and the stress-normalised shear wave velocity.
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页数:42
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共 60 条
[1]   Strain localization in sand: Plane strain versus triaxial compression [J].
Alshibli, Khalid A. ;
Batiste, Susan N. ;
Sture, Stein .
Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129 (06) :483-494
[2]   Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation [J].
Barnett, Nick ;
Rahman, Md Mizanur ;
Karim, Md Rajibul ;
Nguyen, H. B. Khoi ;
Carraro, J. Antonio H. .
GEOTECHNIQUE, 2021, 71 (05) :423-440
[3]   Influence of network topology on sound propagation in granular materials [J].
Bassett, Danielle S. ;
Owens, Eli T. ;
Daniels, Karen E. ;
Porter, Mason A. .
PHYSICAL REVIEW E, 2012, 86 (04)
[4]   A STATE PARAMETER FOR SANDS [J].
BEEN, K ;
JEFFERIES, MG .
GEOTECHNIQUE, 1985, 35 (02) :99-112
[5]   Influence of grading on the mechanical behaviour of Stava tailings [J].
Carrera, A. ;
Coop, M. ;
Lancellotta, R. .
GEOTECHNIQUE, 2011, 61 (11) :935-946
[6]   ESTIMATES OF ELASTIC-MODULI FOR GRANULAR MATERIAL WITH ANISOTROPIC RANDOM PACKING STRUCTURE [J].
CHANG, CS ;
CHAO, SJ ;
CHANG, Y .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (14) :1989-2008
[7]   Elastic wave propagation in dry granular media: Effects of probing characteristics and stress history [J].
Cheng, Hongyang ;
Luding, Stefan ;
Saitoh, Kuniyasu ;
Magnanimo, Vanessa .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2020, 187 :85-99
[8]   Influence of fines content and initial shear stress on dynamic properties of hydraulic reclaimed soil [J].
Chien, LK ;
Oh, YN .
CANADIAN GEOTECHNICAL JOURNAL, 2002, 39 (01) :242-253
[9]   Shear wave velocity of granular mixtures of silica particles as a function of finer fraction, size ratios and void ratios [J].
Choo, H. ;
Burns, S. E. .
GRANULAR MATTER, 2015, 17 (05) :567-578
[10]   A MICROMECHANICAL DESCRIPTION OF GRANULAR MATERIAL BEHAVIOR [J].
CHRISTOFFERSEN, J ;
MEHRABADI, MM ;
NEMATNASSER, S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (02) :339-344