Abstract

The first articulation of the second type of dilatational wave propagating through fluid-saturated geomaterials has been traced to Heinrich’s formulation built on Fillunger’s framework of the mixture theory and Terzaghi’s principle of effective stress. Although this Fillunger–Heinrich theory (FHT) precedes the celebrated Biot’s wave theory and Frenkel’s theory, research has yet to systematically investigate the FHT’s predictive ability. To value the scientific heritage, the original formulation of FHT was first revisited with minor corrections and then reformulated in a dimensionless form. Using the method of separation of variables, an analytical solution was developed for the dimensionless FHT in the context of consolidation under instantaneously applied surcharge and with one-way drainage at the top boundary of the consolidating stratum. The predictive power of FHT was validated against available wave measurements; the proposed solution was verified against the finite-difference method with nonclassical Newmark’s integration schemes. The parametric analysis conducted herein further suggests that FHT can qualitatively interpret observed complex phenomena, including the consolidation delay effect, the top-down progressive pattern, and the initial settlement overestimation. FHT significantly fills the knowledge gap between Terzaghi’s classic theory and Biot’s theory, thus enabling engineers to analyze the one-dimensional dynamic behavior of saturated geo-/poro-materials with incompressible constituents.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data and models generated or used during the study appear in the published paper. The FDM code that supports the findings of this study is available from the corresponding author upon reasonable request.

Acknowledgments

The first author would like to thank the National Natural Science Foundation of China for supporting the early investigation into consolidation theories with applications (Grant Nos. 51278028, 41172221, and 50708077). Haixia Zhao and Kaite Qin of ifn FTZ GmbH in Germany contributed to the translation of German papers.

References

Abbas, W., R. Awadalla, S. Bicher, M. A. M. Abdeen, and E. S. M. El Shinnawy. 2021. “Semi-analytical solution of nonlinear dynamic behaviour for fully saturated porous media.” Eur. J. Environ. Civ. Eng. 25 (2): 264–280. https://doi.org/10.1080/19648189.2018.1527728.
Ai, Z., and Y. Cheng. 2013. “3-D consolidation analysis of layered soil with anisotropic permeability using analytical layer-element method.” Acta Mech. Solida Sin. 26 (1): 62–70. https://doi.org/10.1016/S0894-9166(13)60007-5.
Ai, Z., Q. Wang, and C. Wu. 2008. “A new method for solving Biot’s consolidation of a finite soil layer in the cylindrical coordinate system.” Acta Mech. Sin. 24 (6): 691–697. https://doi.org/10.1007/s10409-008-0187-5.
Ai, Z. Y., W. T. Ji, Y. Li, and H. T. Li. 2021. “Dynamic response of saturated multilayered soils with elastic superstrata subjected to vertical impulsive loadings.” Appl. Math. Modell. 91 (Mar): 875–891. https://doi.org/10.1016/j.apm.2020.09.019.
Allard, J. F., and N. Atalla. 2009. Propagation of sound in porous media: Modelling sound absorbing materials. Chichester, UK: Wiley.
Atkinson, J. 2007. The mechanics of soils and foundations. 2nd ed. Abindon, UK: Taylor & Francis.
Bardet, J. P. 1992. “A viscoelastic model for the dynamic behavior of saturated poroelastic soils.” J. Appl. Mech. 59 (1): 128–135. https://doi.org/10.1115/1.2899417.
Bartholomeeusen, G., et al. 2002. “Sidere: Numerical prediction of large-strain consolidation.” Géotechnique 52 (9): 639–648. https://doi.org/10.1680/geot.2002.52.9.639.
Biot, M. A. 1956a. “Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range.” J. Acoust. Soc. Am. 28 (2): 168–178. https://doi.org/10.1121/1.1908239.
Biot, M. A. 1956b. “Theory of propagation of elastic waves in a fluid-saturated porous solid. II. Higher frequency range.” J. Acoust. Soc. Am. 28 (2): 179–191. https://doi.org/10.1121/1.1908241.
Biot, M. A. 1962. “Mechanics of deformation and acoustic propagation in porous media.” J. Appl. Phys. 33 (4): 1482–1498. https://doi.org/10.1063/1.1728759.
Bo, M. W., V. Choa, and K. S. Wong. 2002. “Compression tests on a slurry using a small-scale consolidometer.” Can. Geotech. J. 39 (2): 388–398. https://doi.org/10.1139/t01-112.
Buckingham, E. 1914. “On physically similar systems: Illustrations of the use of dimensional equations.” Phys. Rev. 4 (4): 345–376. https://doi.org/10.1103/PhysRev.4.345.
Cai, Y., and H. Sun. 2017. “Biot’s theory in the finite element method.” Chap. 6 in Solutions for Biot’s poroelastic theory in key engineering fields, edited by Y. Cai, and H. Sun, 119–153. Amsterdam: Netherlands: Elsevier.
Chakraborty, A. 2008. “Prediction of negative dispersion by a nonlocal poroelastic theory.” J. Acoust. Soc. Am. 123 (1): 56–67. https://doi.org/10.1121/1.2816576.
Chen, W., D. Wang, Y. Mou, K. Zhao, and G. Chen. 2021. “Effect of flow-independent viscosity on the propagation of Rayleigh wave in porous media.” Soil Dyn. Earthquake Eng. 142 (Mar): 106564. https://doi.org/10.1016/j.soildyn.2020.106564.
Cheng, A. H.-D. 2005. “Editorial: Porodynamics.” J. Eng. Mech. 131 (9): 873. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:9(873).
de Boer, R. 2000. Theory of porous media: Highlights in historical development and current state. Berlin: Springer.
de Boer, R., R. L. Schiffman, and R. E. Gibson. 1996. “The origins of the theory of consolidation: The Terzaghi–Fillunger dispute.” Géotechnique 46 (2): 175–186. https://doi.org/10.1680/geot.1996.46.2.175.
Ding, H. B., L. H. Tong, C. J. Xu, X. S. Zhao, and Q. X. Nie. 2019. “Dynamic responses of shallow buried composite cylindrical lining embedded in saturated soil under incident P wave based on nonlocal-Biot theory.” Soil Dyn. Earthquake Eng. 121 (Jun): 40–56. https://doi.org/10.1016/j.soildyn.2019.02.018.
Feng, S.-J., Y.-C. Li, Z.-L. Chen, and H. X. Chen. 2017. “Three-dimensional dynamic response of ground with a poroviscoelastic interlayer to a harmonic moving rectangular load.” Int. J. Numer. Anal. Methods Geomech. 41 (7): 1055–1076. https://doi.org/10.1002/nag.2671.
Fillunger, P. 1936. Erdbaumechanik? Vienna, Austria: Slebst-verlag des Verfassers.
Fox, P. J. 1999. “Solution charts for finite strain consolidation of normally consolidated clays.” J. Geotech. Geoenviron. Eng. 125 (10): 847–867. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:10(847).
Frenkel, J. 1944. “On the theory of seismic and seismoelectric phenomena in a moist soil.” [In Russian.] J. Phys. (Moscow) 3 (5): 230–241.
Frenkel, J. 2005. “On the theory of seismic and seismoelectric phenomena in a moist soil.” J. Eng. Mech. 131 (9): 879–887. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:9(879).
Goodman, R. E. 1999. Karl Terzaghi: The engineer as artist. Reston, VA: ASCE Press.
Heinrich, G. 1938. “Wissenschaftliche Grundlagen der Theories der Setzung von Tonschithten.” [In German.] Wasserkraft und Wasserwirtsch 33 (1–2): 5–10.
Igumnov, L. A., A. A. Ipatov, A. N. Petrov, S. Y. Litvinchuk, A. Pfaff, and V. A. Eremeyev. 2019. “A comparison of boundary element method and finite element method dynamic solutions for poroelastic column.” In Higher gradient materials and related generalized continua, edited by H. Altenbach, W. H. Müller, and B. E. Abali. Cham, Switzerland: Springer.
Kabbaj, M., F. Tavenas, and S. Leroueil. 1988. “In situ and laboratory stress–strain relationships.” Géotechnique 38 (1): 83–100. https://doi.org/10.1680/geot.1988.38.1.83.
Lambe, T. W., and R. V. Whitman. 1969. Soil mechanics. New York: Wiley.
Lefeuve-Mesgouez, G., and A. Mesgouez. 2008. “Ground vibration due to a high-speed moving harmonic rectangular load on a poroviscoelastic half-space.” Int. J. Solids Struct. 45 (11): 3353–3374. https://doi.org/10.1016/j.ijsolstr.2008.01.026.
Lefeuve-Mesgouez, G., and A. Mesgouez. 2012. “Three-dimensional dynamic response of a porous multilayered ground under moving loads of various distributions.” Adv. Eng. Software 46, (1): 75–84. https://doi.org/10.1016/j.advengsoft.2010.09.006.
Li, W., J. Zheng, and M. D. Trifunac. 2018. “Saturation effects on ground motion of unsaturated soil layer-bedrock system excited by plane P and SV waves.” Soil Dyn. Earthquake Eng. 110 (Jul): 159–172. https://doi.org/10.1016/j.soildyn.2018.04.005.
Li, X., D. Yao, and R. W. Lewis. 2003. “A discontinuous Galerkin finite element method for dynamic and wave propagation problems in non-linear solids and saturated porous media.” Int. J. Numer. Methods Eng. 57 (12): 1775–1800. https://doi.org/10.1002/nme.741.
Lopatnikov, S. L., and A. H.-D. Cheng. 2005. “If you ask a physicist from any country: A tribute to Yacov Il’ich Frenkel.” J. Eng. Mech. 131 (9): 875–878. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:9(875).
McGann, C. R., P. Arduino, and P. Mackenzie-Helnwein. 2015. “A stabilized single-point finite element formulation for three-dimensional dynamic analysis of saturated soils.” Comput. Geotech. 66 (May): 126–141. https://doi.org/10.1016/j.compgeo.2015.01.002.
Monforte, L., P. Navas, J. M. Carbonell, M. Arroyo, and A. Gens. 2019. “Low-order stabilized finite element for the full Biot formulation in soil mechanics at finite strain.” Int. J. Numer. Anal. Methods Geomech. 43 (7): 1488–1515. https://doi.org/10.1002/nag.2923.
Morris, P. H. 2002. “Analytical solutions of linear finite-strain one-dimensional consolidation.” J. Geotech. Geoenviron. Eng. 128 (4): 319–326. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:4(319).
Nakagawa, K., K. Soga, and J. K. Mitchell. 1997. “Observation of Biot compressional wave of the second kind in granular soils.” Géotechnique 47 (1): 133–147. https://doi.org/10.1680/geot.1997.47.1.133.
Newton, I. 1687. Philosophiae naturalis principia mathematica, Londini, Jussu Societatis Regiæ ac Typis Josephi Streater. London: Prostat apud plures Bibliopolas.
Newton, I. 1713. Philosophiae naturalis principia mathematica. Cambridge, UK: Cornelius Crownfield at the University Press.
Noda, T., and T. Toyoda. 2019. “Development and verification of a soil–water coupled finite deformation analysis based on uwp formulation with fluid convective nonlinearity.” Soils Found. 59 (4): 888–904. https://doi.org/10.1016/j.sandf.2019.03.008.
Plona, T. J. 1980. “Observation of a second bulk compressional wave in a porous medium at ultrasonic frequencies.” Appl. Phys. Lett. 36 (4): 259–261. https://doi.org/10.1063/1.91445.
Pride, S. R., and S. Garambois. 2005. “Electroseismic wave theory of Frenkel and more recent developments.” J. Eng. Mech. 131 (9): 898–907. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:9(898).
Quarteroni, A., F. Saleri, and P. Gervasio. 2014. Scientific computing with MATLAB and Octave. Berlin: Springer.
Roncen, R., Z. E. A. Fellah, and E. Ogam. 2020. “Bayesian inference of human bone sample properties using ultrasonic reflected signals.” J. Acoust. Soc. Am. 148 (6): 3797–3808. https://doi.org/10.1121/10.0002878.
Schanz, M. 2001. Wave propagation in viscoelastic and poroelastic continua: A boundary element approach. Berlin: Springer.
Schanz, M., and S. Diebels. 2003. “A comparative study of Biot’s theory and the linear theory of porous media for wave propagation problems.” Acta Mech. 161 (3): 213–235. https://doi.org/10.1007/s00707-002-0999-5.
Shan, Z., L. Jing, D. Ling, and H. Ding. 2014. “Exact solution for the 1D transient response of saturated single-layer poroviscoelastic media.” Comput. Geotech. 59 (Jun): 98–104. https://doi.org/10.1016/j.compgeo.2014.03.009.
Simon, B. R., O. C. Zienkiewicz, and D. K. Paul. 1984. “An analytical solution for the transient response of saturated porous elastic solids.” Int. J. Numer. Anal. Methods Geomech. 8 (4): 381–398. https://doi.org/10.1002/nag.1610080406.
Terzaghi, K. 1943. Theoretical soil mechanics. New York: Wiley.
Terzaghi, K., and O. K. Fro¨hlich. 1936. Theorie der Setzung von Tonschichten: Eine Einführung in die analytische Tonmechanik. Leipzig und Wien: Franz Deuticke.
Terzaghi, K., R. B. Peck, and G. Mesri. 1996. Soil mechanics in engineering practice. New York: Wiley.
Timoshenko, S. P., and J. N. Goodier. 1951. Theory of elasticity. New York: McGraw Hill.
Tong, L., Y. Yu, W. Hu, Y. Shi, and C. Xu. 2016. “On wave propagation characteristics in fluid saturated porous materials by a nonlocal Biot theory.” J. Sound Vib. 379: 106–118. https://doi.org/10.1016/j.jsv.2016.05.042.
Wilmanski, K. 2006. “A few remarks on Biot’s model and linear acoustics of poroelastic saturated materials.” Soil Dyn. Earthquake Eng. 26 (6): 509–536. https://doi.org/10.1016/j.soildyn.2006.01.006.
Wu, W., Y. Yang, and H. Zheng. 2020. “Hydro-mechanical simulation of the saturated and semi-saturated porous soil–rock mixtures using the numerical manifold method.” Comput. Methods Appl. Mech. Eng. 370: 113238. https://doi.org/10.1016/j.cma.2020.113238.
Wu, W., H. Zheng, and Y. Yang. 2019. “Numerical manifold method for dynamic consolidation of saturated porous media with three-field formulation.” Int. J. Numer. Methods Eng. 120 (6): 768–802. https://doi.org/10.1002/nme.6157.
Xia, Y., Y. Jin, M. Chen, and K. Chen. 2017. “Poroelastodynamic response of a borehole in a non-hydrostatic stress field.” Int. J. Rock Mech. Min. Sci. 93 (Mar): 82–93. https://doi.org/10.1016/j.ijrmms.2017.01.008.
Xie, J., M. Y. Ou, and L. Xu. 2019. “A discontinuous Galerkin method for wave propagation in orthotropic poroelastic media with memory terms.” J. Comput. Phys. 397: 108865. https://doi.org/10.1016/j.jcp.2019.108865.
Xie, K.-H., G.-B. Liu, and Z.-Y. Shi. 2004. “Dynamic response of partially sealed circular tunnel in viscoelastic saturated soil.” Soil Dyn. Earthquake Eng. 24 (12): 1003–1011. https://doi.org/10.1016/j.soildyn.2004.05.005.
Xu, C., C. Feng, J. Song, X. Du, and M. Zhao. 2021. “A novel completely explicit algorithm to solve dynamic u-p equations of saturated soil.” Soil Dyn. Earthquake Eng. 141 (Feb): 106452. https://doi.org/10.1016/j.soildyn.2020.106452.
Yao, X. J., and W. J. Zhang. 2018. “An analytical model for permeability of underfill flow in flip-chip packaging with consideration of the actual specific surface and tortuosity.” IEEE Trans. Compon. Packag. Manuf. Technol. 8 (8): 1507–1514. https://doi.org/10.1109/TCPMT.2018.2843808.
Yin, J., J. Graham, J. I. Clark, and L. Gao. 1994. “Modelling unanticipated pore-water pressures in soft clays.” Can. Geotech. J. 31 (5): 773–778. https://doi.org/10.1139/t94-088.
Zhang, G., M. Zhao, X. Du, and X. Zhang. 2020. “A frequency-dependent absorbing boundary condition for numerically solving u-U elastic wave equations in layered and fluid-saturated porous media.” Soil Dyn. Earthquake Eng. 135 (Aug): 106189. https://doi.org/10.1016/j.soildyn.2020.106189.
Zhang, H., L. Zhou, and W. Zhang. 2014. “Control of scaffold degradation in tissue engineering: A review.” Tissue Eng. Part B Rev. 20 (5): 492–502. https://doi.org/10.1089/ten.teb.2013.0452.
Zhang, Y., D. M. Pedroso, and W. Ehlers. 2016. “One-dimensional dynamics of saturated incompressible porous media: Analytical solutions and influence of inertia terms.” Int. J. Numer. Anal. Methods Geomech. 40 (18): 2489–2513. https://doi.org/10.1002/nag.2541.
Zhao, C., W. Li, and J. Wang. 2005. “An explicit finite element method for Biot dynamic formulation in fluid-saturated porous media and its application to a rigid foundation.” J. Sound Vib. 282 (3): 1169–1181. https://doi.org/10.1016/j.jsv.2004.03.073.
Zienkiewicz, O. C., and T. Shiomi. 1984. “Dynamic behaviour of saturated porous media: The generalized Biot formulation and its numerical solution.” Int. J. Numer. Anal. Methods Geomech. 8 (1): 71–96. https://doi.org/10.1002/nag.1610080106.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 148Issue 3March 2022

History

Received: Apr 5, 2021
Accepted: Sep 28, 2021
Published online: Dec 22, 2021
Published in print: Mar 1, 2022
Discussion open until: May 22, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Senior Research Fellow, Dept. of Mechanical Engineering, Univ. of Saskatchewan, Saskatoon, SK, Canada S7N 5A9 (corresponding author). ORCID: https://orcid.org/0000-0003-3533-8215. Email: [email protected]
Associate Professor, Dipartimento di Ingegneria Civile, Architettura, Territorio e Ambiente e di Matematica, Univ. of Brescia (Università degli Studi di Brescia), Brescia 25123, Italy. ORCID: https://orcid.org/0000-0002-4667-8859. Email: [email protected]
Professor, Dept. of Mechanical Engineering, Univ. of Saskatchewan, Saskatoon, SK, Canada S7N 5A9. ORCID: https://orcid.org/0000-0001-7973-8769. Email: [email protected]
Zhaohui Yang, Ph.D., M.ASCE [email protected]
Professor, College of Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share