Abstract
Assuming the shear modulus of nonhomogeneous soil increased linearly with depth, taking into account the characteristics of torsional vibration, the dynamic motion equations of a nonhomogeneous saturated soil were established. By using Hankel integral transform, the tangential displacement and shear stresses in Hankel transform domain were formulated. The upper surface of the nonhomogeneous saturated stratum underlain by bedrock was free, and there was no shear stress in the upper surface. The lower surface of the stratum was fully bonded to bedrock, and the displacement in the lower surface was zero. In the plane where the foundation was embedded, mixed boundary conditions were considered. Thus, the dual integral equations of a rigid disc embedded in a nonhomogeneous saturated stratum were established. By appropriate transform, the dual integral equations were converted to a Fredholm integral equation of the second kind, which could be solved by numerical method, thus the torsional dynamic response problem was solved. Comparing with the relation between a static torque and angular displacement, the dynamic compliance coefficient and the torsional angular amplitude were given. The problem was reduced to a simplify case and compared with previous research results. Selected numerical studies indicate that both the embedment depth of the foundation and the degree of soil’s nonhomogeneity have an influence on the dynamic compliance coefficient, the torsional angular amplitude and the resultant contact shear stress.
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References
Asik MZ (1999) Dynamic response analysis of the machine foundations on a nonhomogeneous soil layer. Comput Geotech 24:141–153
Avilks J, Perez-Rocha LE (1996) A simplified procedure for torsional impedance functions of embedded foundations in a soil layer. Comput Geotech 19:97–115
Awojobi AO (1973) Torsional vibration of a rigid circular body on a non-homogeneous elastic stratum. Quart J Mech Appl Math XXVI:235–247
Biot MA (1956a) Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range. J Acoust Soc Am 28:168–178
Biot MA (1956b) Theory of propagation of elastic waves in a fluid-saturated porous solid. II. Higher frequency range. J Acoust Soc Am 28:179–191
Biot MA (1962) Mechanics of deformation and acoustic propagation in porous media. J Appl Phys 33:1482–1498
Bycroft GN (1956) Forced vibrations of a rigid circular plate on a semi-infinite elastic space and on an elastic stratum. Philos Trans R Soc Lond 248:327–368
Cai YQ, Wu DZ, Xu CJ (2005) Torsional vibrations of a rigid circular plate on saturated stratum overlaying bedrock. Acta Mech Solida Sin 18:142–149
Cai YQ, Hu XQ, Xu CJ, Hong ZS (2009) Vertical dynamic response of a rigid foundation embedded in a poroelastic soil layer. Int J Numer Anal Meth Geomech 33:1363–1388
Chen SL, Zhang JM, Chen LZ (2002) Dynamic response of a rigid circular footing on single-layered saturated soil. Acta Mech Solida Sin 23:325–329
Chen G, Cai YQ, Liu FY, Sun HL (2008) Dynamic response of a pile in a transversely isotropic saturated soil to transient torsional loading. Comput Geotech 35:165–172
Collins WD (1962) The forced torsional oscillations of an elastic half-space and an elastic stratum. Proc Lond Math Soc 12:226–244
Coskun I, Engin H, Erguven ME (1999) Non-linear forced vibrations of an inhomogeneous layer. J Sound Vib 228:91–108
Du QW, Zhu XR, Ding BY (2007) Dynamic green’s function for gibson soil subjected to internal excitation. Eng Mech 24:45–49
Gibson RE, Brown PT, Andrews KRF (1971) Some results concerning displacements in a non-homogeneous elastic layer. Zeitschrift für angewandte Math und Phys ZAMP 22:855–864
Gladwell GML (1969) The forced torsional vibration of an elastic stratum. Int J Eng Sci 7:1011–1024
Huang Y, Wang XG (2005) Dynamic interaction between elastic thick circular plate and transversely isotropic saturated soil ground. Appl Math Mech (Engl Ed) 26:1146–1157
Nobel B (1963) The solution of Bessel function dual integral equations by a multiplying-factor method. Proc Camb Philos Soc 59:351–362
Pak RYS, Abedzadeh F (1993) Forced torsional oscillation from the interior of a half-space. J Sound Vib 160:401–415
Pal PC, Mandal D, Sen B (2011) Torsional oscillations of a rigid disc embedded in a transversely isotropic elastic half-space. Adv Theor Appl Mech 4:177–188
Pan E (1999) Green’s functions in layered poroelastic half-spaces. Int J Numer Anal Methods Geomech 23:1631–1653
Rajapakse RKND, Senjuntichai T (1995) Dynamic response of a multi-layered poroelastic medium. Earthq Eng Struct Dyn 24:703–722
Sharfuddin SM (1971) Torsional oscillations of an elastic stratum. Acta Mech 11:1–8
Taguchi I, Kurashige M (2002) Fundamental solutions for a fluid-saturated, transversely isotropic, poroelastic solid. Int J Numer Anal Methods Geomech 26:299–321
Wang XG (2007) Non-axisymmetrical vibration of elastic circular plate on layered transversely isotropic saturated ground. Appl Math Mech 28:1383–1396. doi:10.1007/s10483-007-1011-3
Wang XG (2009) 3D Lamb’s problm in transversely isotropic saturated soils subjected to internal excitation. Chin J Geotech Eng 31:1686–1691
Wang K, Zhang Z, Leo CJ, Xie K (2009) Dynamic torsional response of an end bearing pile in transversely isotropic saturated soil. J Sound Vib 327:440–453
Wu DZ, Zhang ZY (2014) Torsion of a nonhomogeneous saturated soil. Geotech Spec Publ GSP 240:29–38
Wu DZ, Cai YQ, Xu CJ, Chen G (2006a) Torsional vibrations of rigid disk resting on transversely isotropic saturated soil overlaying bedrock. J Zhejiang Univ (Eng Sci) 40:281–284
Wu DZ, Cai YQ, Xu CJ, Zhan H (2006b) Torsional vibrations of rigid circular plate on transversely isotropic saturated soil. Appl Math Mech (Engl Ed) 27:1541–1548
Xu MJ, Wang C, Meng K (2004) Verticale vibration analysis of Gibson soils and layered saturated soils under cyclic loading. J Zhejiang Univ (Eng Sci) 38:1015–1019
Acknowledgments
The authors acknowledge the financial support provided by National Natural Science Foundation of China under contract No. 51108421, the Program for Zhejiang Leading Team of S&T Innovation under contract No. 2011R50020, and the 521 Training Program of Zhejiang Sci-Tech University.
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Wu, D., Zhang, Z. Dynamic Interaction Between an Embedded Disc and a Nonhomogeneous Saturated Stratum Under Torsional Excitation. Geotech Geol Eng 34, 323–332 (2016). https://doi.org/10.1007/s10706-015-9947-8
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DOI: https://doi.org/10.1007/s10706-015-9947-8