Fragility Modeling of Precariously Balanced Rocks: Calibration, Benchmarking, and Sensitivity
DOI:
https://doi.org/10.26443/seismica.v5i2.3019Keywords:
Precariously balanced rocks, fragility modeling, seismic response, physics contact modeling, fragile geological featuresAbstract
Precariously balanced rocks (PBRs) provide natural geological indicators for constraining the upper bounds of earthquake ground motions over long timescales. However, translating these constraints into fragility models remains challenging because computationally expensive simulations limit inverse analysis and calibration of contact physics, reducing confidence in the fragility model predictions. To address the challenges, we present a simulated shake-table platform built on a physics engine. Using physical large-scale shake-table experiments on a natural PBR and 582 recorded earthquake displacement histories, we calibrate the contact parameters and benchmark overturning predictions against experimental results and a state-of-the-art discrete element method (DEM). The physics-engine approach reproduces overturning with predictive reliability comparable to DEM, while reducing wall-clock cost by approximately 102 to 105 times. This efficiency enables large ensemble analyses and allows us to evaluate how uncertainty in contact parameters propagates into inferred fragility boundaries. Among the contact parameters, lateral friction exerted the strongest influence on PBR fragility, whereas restitution and spinning friction had comparatively minor effects, with contact damping and stiffness exhibiting more complex behavior. Our study establish a practical pathway for using PBRs as quantitative constraints in seismic hazard assessment.
References
Ancheta, T. D., Darragh, R. B., Stewart, J. P., Seyhan, E., Silva, W. J., Chiou, B. S. ‐J., Wooddell, K. E., Graves, R. W., Kottke, A. R., Boore, D. M., Kishida, T., & Donahue, J. L. (2014). NGA-West2 database. Earthquake Spectra, 30(3), 989–1005. https://doi.org/10.1193/070913eqs197m DOI: https://doi.org/10.1193/070913EQS197M
Anderson, J. G., Biasi, G. P., & Brune, J. N. (2014). Precarious rocks: Providing upper limits on past ground shaking from earthquakes. In Earthquake Hazard, Risk and Disasters (pp. 377–403). Elsevier. https://doi.org/10.1016/b978-0-12-394848-9.00014-6 DOI: https://doi.org/10.1016/B978-0-12-394848-9.00014-6
Anooshehpoor, A., Brune, J. N., & Zeng, Y. (2004). Methodology for Obtaining Constraints on Ground Motion from Precariously Balanced Rocks. Bulletin of the Seismological Society of America, 94(1), 285–303. https://doi.org/10.1785/0120020242 DOI: https://doi.org/10.1785/0120020242
Baker, J. W., Abrahamson, N. A., Whitney, J. W., Board, M. P., & Hanks, T. C. (2013). Use of Fragile Geologic Structures as Indicators of Unexceeded Ground Motions and Direct Constraints on Probabilistic Seismic Hazard Analysis. Bulletin of the Seismological Society of America, 103(3), 1898–1911. https://doi.org/10.1785/0120120202 DOI: https://doi.org/10.1785/0120120202
Bao, Y., Xu, Y., & Wu, B. (2022). Modeling and validation of three‐dimensional sliding‐rocking rigid block subjected to earthquake excitation. Earthquake Engineering & Structural Dynamics, 51(12), 2858–2879. https://doi.org/10.1002/eqe.3705 DOI: https://doi.org/10.1002/eqe.3705
Brune, J. N. (1996). Precariously balanced rocks and ground-motion maps for Southern California. Bulletin of the Seismological Society of America, 86(1A), 43–54. https://doi.org/10.1785/BSSA08601A0043 DOI: https://doi.org/10.1785/BSSA08601A0043
Brune, J. N., Anooshehpoor, A., Purvance, M. D., & Brune, R. J. (2006). Band of precariously balanced rocks between the Elsinore and San Jacinto, California, fault zones: Constraints on ground motion for large earthquakes. Geology, 34(3), 137. https://doi.org/10.1130/g22127.1 DOI: https://doi.org/10.1130/G22127.1
Byerlee, J. (1978). Friction of Rocks. In Rock Friction and Earthquake Prediction (pp. 615–626). Birkhäuser Basel. https://doi.org/10.1007/978-3-0348-7182-2_4 DOI: https://doi.org/10.1007/978-3-0348-7182-2_4
Casapulla, C., Giresini, L., & Lourenço, P. B. (2017). Rocking and Kinematic Approaches for Rigid Block Analysis of Masonry Walls: State of the Art and Recent Developments. Buildings, 7(3), 69. https://doi.org/10.3390/buildings7030069 DOI: https://doi.org/10.3390/buildings7030069
Čeh, N., Jelenić, G., & Bićanić, N. (2018). Analysis of restitution in rocking of single rigid blocks. Acta Mechanica, 229(11), 4623–4642. https://doi.org/10.1007/s00707-018-2246-8 DOI: https://doi.org/10.1007/s00707-018-2246-8
Center for Engineering Strong Motion Data. (2015). Lamjung, Nepal earthquake of 25 April 2015. https://strongmotioncenter.org
Chatzis, M. N., & Smyth, A. W. (2012). Modeling of the 3D rocking problem. International Journal of Non-Linear Mechanics, 47(4), 85–98. https://doi.org/10.1016/j.ijnonlinmec.2012.02.004 DOI: https://doi.org/10.1016/j.ijnonlinmec.2012.02.004
Chen, Z., Arrowsmith, R., Das, J., Wittich, C., Madugo, C., & Kottke, A. (2024). Virtual Shake Robot: Simulating Dynamics of Precariously Balanced Rocks for Overturning and Large-displacement Processes. Seismica, 3(1). https://doi.org/10.26443/seismica.v3i1.692 DOI: https://doi.org/10.26443/seismica.v3i1.692
Chen, Z., Keating, D., Shethwala, Y., Pandian Saravanakumaran, A. A., Arrowsmith, R., Kottke, A., Wittich, C., & Das, J. (2024). Shakebot: A Low-cost, Open-source Robotic Shake Table for Earthquake Research and Education. 2024 IEEE 20th International Conference on Automation Science and Engineering (CASE), 488–495. https://doi.org/10.1109/case59546.2024.10711613 DOI: https://doi.org/10.1109/CASE59546.2024.10711613
Chen, Z., Scott, C., Keating, D., Clarke, A., Das, J., & Arrowsmith, R. (2023). Quantifying and analysing rock trait distributions of rocky fault scarps using deep learning. Earth Surface Processes and Landforms, 48(6), 1234–1250. https://doi.org/10.1002/esp.5545 DOI: https://doi.org/10.1002/esp.5545
Chen, Z., Scott, T. R., Bearman, S., Anand, H., Keating, D., Scott, C., Arrowsmith, J. R., & Das, J. (2020). Geomorphological Analysis Using Unpiloted Aircraft Systems, Structure from Motion, and Deep Learning. 2020 IEEE/RSJ International Conference on Intelligent Robots and Systems (IROS), 1276–1283. https://doi.org/10.1109/iros45743.2020.9341354 DOI: https://doi.org/10.1109/IROS45743.2020.9341354
Cignoni, P., Callieri, M., Corsini, M., Dellepiane, M., Ganovelli, F., Ranzuglia, G., & others. (2008). Meshlab: an open-source mesh processing tool. Eurographics Italian Chapter Conference, 2008, 129–136.
Coumans, E. (2015). Bullet physics simulation. ACM SIGGRAPH 2015 Courses. https://doi.org/10.1145/2776880.2792704 DOI: https://doi.org/10.1145/2776880.2792704
Coumans, E., & Bai, Y. (2016). Pybullet, a python module for physics simulation for games, robotics and machine learning.
Coumans, E., & Bai, Y. (2023). PyBullet Quickstart Guide. Bullet Physics SDK. https://pybullet.org
Cundall, P. A., & Strack, O. D. L. (1979). A discrete numerical model for granular assemblies. Géotechnique, 29(1), 47–65. https://doi.org/10.1680/geot.1979.29.1.47 DOI: https://doi.org/10.1680/geot.1979.29.1.47
Galvez, F., Sorrentino, L., Dizhur, D., & Ingham, J. M. (2022). Damping considerations for rocking block dynamics using the discrete element method. Earthquake Engineering & Structural Dynamics, 51(4), 935–957. https://doi.org/10.1002/eqe.3598 DOI: https://doi.org/10.1002/eqe.3598
Giordano, E., Han, Y., Wang, A., Bisol, G. D., Andrews, S., & Malomo, D. (2025). Discontinuum rocking of rigid masonry macro-blocks using physics engines: analytical, numerical and experimental benchmarking. Structures, 80, 110027. https://doi.org/10.1016/j.istruc.2025.110027 DOI: https://doi.org/10.1016/j.istruc.2025.110027
Hanks, T. C., Abrahamson, N., Baker, J., Boore, D. M., Board, M., Brune, J. N., Cornell, C. A., & Whitney, J. W. (2013). Extreme Ground Motions and Yucca Mountain (Open-File Report No. 2013–1245; p. 106). U.S. Geological Survey. https://doi.org/10.3133/ofr20131245 DOI: https://doi.org/10.3133/ofr20131245
Hanley, K. J., O’Sullivan, C., & Huang, X. (2015). Particle-scale mechanics of sand crushing in compression and shearing using DEM. Soils and Foundations, 55(5), 1100–1112. https://doi.org/10.1016/j.sandf.2015.09.011 DOI: https://doi.org/10.1016/j.sandf.2015.09.011
Hart, R., Cundall, P. A., & Lemos, J. (1988). Formulation of a three-dimensional distinct element model—Part II. Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 25(3). https://doi.org/10.1016/0148-9062(88)92294-2 DOI: https://doi.org/10.1016/0148-9062(88)92294-2
Housner, G. W. (1963). The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America, 53(2), 403–417. https://doi.org/10.1785/bssa0530020403 DOI: https://doi.org/10.1785/BSSA0530020403
Ishiyama, Y. (1982). Motions of rigid bodies and criteria for overturning by earthquake excitations. Earthquake Engineering & Structural Dynamics, 10(5), 635–650. https://doi.org/10.1002/eqe.4290100502 DOI: https://doi.org/10.1002/eqe.4290100502
Itasca Consulting Group, Inc. (2016). 3DEC — Three-Dimensional Distinct Element Code. Itasca Consulting Group.
Itasca Consulting Group, Inc. (2024). Background — The 3D Distinct Element Method. Itasca Consulting Group. https://docs.itascacg.com/3dec700/3dec/docproject/source/theory/3dectheory/theory_background.html
Kalliontzis, D., Sritharan, S., & Schultz, A. (2016). Improved Coefficient of Restitution Estimation for Free Rocking Members. Journal of Structural Engineering, 142(12). https://doi.org/10.1061/(asce)st.1943-541x.0001598 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001598
Kazhdan, M., Bolitho, M., & Hoppe, H. (2006). Poisson surface reconstruction. Proceedings of the Fourth Eurographics Symposium on Geometry Processing, 7.
Koenig, N., & Howard, A. (2004). Design and use paradigms for gazebo, an open-source multi-robot simulator. 2004 IEEE/RSJ International Conference on Intelligent Robots and Systems (IROS) (IEEE Cat. No.04CH37566), 3, 2149–2154. https://doi.org/10.1109/iros.2004.1389727 DOI: https://doi.org/10.1109/IROS.2004.1389727
Kounadis, A. N. (2015). On the rocking–sliding instability of rigid blocks under ground excitation: Some new findings. Soil Dynamics and Earthquake Engineering, 75, 246–258. https://doi.org/10.1016/j.soildyn.2015.03.026 DOI: https://doi.org/10.1016/j.soildyn.2015.03.026
Kounadis, A. N. (2018). The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion. Soil Dynamics and Earthquake Engineering, 104, 1–14. https://doi.org/10.1016/j.soildyn.2017.03.035 DOI: https://doi.org/10.1016/j.soildyn.2017.03.035
Macenski, S., Foote, T., Gerkey, B., Lalancette, C., & Woodall, W. (2022). Robot Operating System 2: Design, architecture, and uses in the wild. Science Robotics, 7(66). https://doi.org/10.1126/scirobotics.abm6074 DOI: https://doi.org/10.1126/scirobotics.abm6074
McPhillips, D., & Pratt, T. L. (2024). Precariously Balanced Rocks in Northern New York and Vermont, U.S.A.: Ground-Motion Constraints and Implications for Fault Sources. Bulletin of the Seismological Society of America, 114(6), 3171–3182. https://doi.org/10.1785/0120240069 DOI: https://doi.org/10.1785/0120240069
Metropolis, N., & Ulam, S. (1949). The Monte Carlo Method. Journal of the American Statistical Association, 44(247), 335–341. https://doi.org/10.1080/01621459.1949.10483310 DOI: https://doi.org/10.1080/01621459.1949.10483310
Mueller, C. S., Frankel, A. D., Petersen, M. D., & Leyendecker, E. V. (2003). Documentation for 2003 USGS Seismic Hazard Maps for Puerto Rico and the U.S. Virgin Islands. In Open-File Report. US Geological Survey. https://doi.org/10.3133/ofr03379 DOI: https://doi.org/10.3133/ofr03379
Nodargi, N. A., & Bisegna, P. (2025). Seismic fragility of free-standing rocking-sliding rigid blocks under earthquake excitation. Meccanica, 60(8), 2411–2435. https://doi.org/10.1007/s11012-025-01986-4 DOI: https://doi.org/10.1007/s11012-025-01986-4
Psycharis, I. N. (1990). Dynamic behaviour of rocking two‐block assemblies. Earthquake Engineering & Structural Dynamics, 19(4), 555–575. https://doi.org/10.1002/eqe.4290190407 DOI: https://doi.org/10.1002/eqe.4290190407
Psycharis, I. N., & Jennings, P. C. (1983). Rocking of slender rigid bodies allowed to uplift. Earthquake Engineering & Structural Dynamics, 11(1), 57–76. https://doi.org/10.1002/eqe.4290110106 DOI: https://doi.org/10.1002/eqe.4290110106
Purvance, M. D., Anooshehpoor, A., & Brune, J. N. (2008). Freestanding block overturning fragilities: Numerical simulation and experimental validation. Earthquake Engineering & Structural Dynamics, 37(5), 791–808. https://doi.org/10.1002/eqe.789 DOI: https://doi.org/10.1002/eqe.789
Purvance, M. D., Anooshehpoor, A., & Brune, J. N. (2012). Fragilities for Precarious Rocks at Yucca Mountain (p. PEER Report 2012-06) [Techreport]. Pacific Earthquake Engineering Research Center.
Rood, A. H., Rood, D. H., Balco, G., Stafford, P. J., Ludwig, L. G., Kendrick, K. J., & Wilcken, K. M. (2022). Validation of earthquake ground-motion models in southern California, USA, using precariously balanced rocks. GSA Bulletin. https://doi.org/10.1130/b36484.1 DOI: https://doi.org/10.1130/B36484.1
Rood, A. H., Rood, D. H., Stirling, M. W., Madugo, C. M., Abrahamson, N. A., Wilcken, K. M., Gonzalez, T., Kottke, A., Whittaker, A. C., Page, W. D., & Stafford, P. J. (2020). Earthquake Hazard Uncertainties Improved Using Precariously Balanced Rocks. AGU Advances, 1(4). https://doi.org/10.1029/2020av000182 DOI: https://doi.org/10.1029/2020AV000182
Saifullah, M. K., & Wittich, C. E. (2019). Post-earthquake assessment and numerical modeling of freestanding heritage structures. Proceedings of the 12th Canadian Conference on Earthquake Engineering.
Saifullah, M. K., & Wittich, C. E. (2021). Seismic Response of Two Freestanding Statue-Pedestal Systems during the 2014 South Napa Earthquake. Journal of Earthquake Engineering, 26(10), 5086–5108. https://doi.org/10.1080/13632469.2020.1859004 DOI: https://doi.org/10.1080/13632469.2020.1859004
Saifullah, M. K., & Wittich, C. E. (2023). Uncertainty in overturning of precariously balanced rocks due to basal contact. Earthquake Engineering & Structural Dynamics, 52(14), 4562–4581. https://doi.org/10.1002/eqe.3970 DOI: https://doi.org/10.1002/eqe.3970
Saifullah, M. K., & Wittich, C. E. (2024). Uncertainty in Distinct Element Modeling of Freestanding Structures Considering Stiffness Parameters. Journal of Earthquake Engineering, 28(10), 2947–2967. https://doi.org/10.1080/13632469.2024.2318630 DOI: https://doi.org/10.1080/13632469.2024.2318630
Saifullah, M., & Wittich, C. (2022). Fragility of precariously balanced rocks: shake table testing and numerical modeling for a sample granitic rock. 12th National Conference on Earthquake Engineering (Earthquake Engineering Research Institute, EERI), Salt Lake City, UTAH, 27.
Shenton III, H. W., & Jones, N. P. (1991). Base Excitation of Rigid Bodies. I: Formulation. Journal of Engineering Mechanics, 117(10), 2286–2306. https://doi.org/10.1061/(asce)0733-9399(1991)117:10(2286) DOI: https://doi.org/10.1061/(ASCE)0733-9399(1991)117:10(2286)
Spanos, P. D., Di Matteo, A., Pirrotta, A., & Di Paola, M. (2017). Rocking of rigid block on nonlinear flexible foundation. International Journal of Non-Linear Mechanics, 94, 362–374. https://doi.org/10.1016/j.ijnonlinmec.2017.06.005 DOI: https://doi.org/10.1016/j.ijnonlinmec.2017.06.005
Stirling, M. W., & Pratt, T. L. (2026). Use of Precariously Balanced Rocks to Constrain Postglacial Earthquake Magnitudes in New England, United States. Bulletin of the Seismological Society of America, 116(3), 1311–1320. https://doi.org/10.1785/0120250163 DOI: https://doi.org/10.1785/0120250163
Thomaidis, I. M., Camara, A., & Kappos, A. J. (2022). Dynamics and Seismic Performance of Asymmetric Rocking Bridges. Journal of Engineering Mechanics, 148(3). https://doi.org/10.1061/(asce)em.1943-7889.0002074 DOI: https://doi.org/10.1061/(ASCE)EM.1943-7889.0002074
Tom Eulenfeld, Hannah Mark, Daniel S. Katz, Leonardo Uieda, Thomas Lecocq, & Tobias Megies. (2026). trichter/rf: v1.1.1. Zenodo. https://doi.org/10.5281/ZENODO.4455036
van den Ende, M., Bruhat, L., Funning, G., Gabriel, A.-A., Hicks, S., Jolivet, R., Lecocq, T., & Rowe, C. (2021). Creating a Diamond Open Access community journal for Seismology and Earthquake Science. https://doi.org/10.31223/x5304v DOI: https://doi.org/10.31223/X5304V
Veeraraghavan, S., Hudnut, K. W., & Krishnan, S. (2016). Toppling Analysis of the Echo Cliffs Precariously Balanced Rock. Bulletin of the Seismological Society of America, 107(1), 72–84. https://doi.org/10.1785/0120160169 DOI: https://doi.org/10.1785/0120160169
Yim, C., Chopra, A. K., & Penzien, J. (1980). Rocking response of rigid blocks to earthquakes. Earthquake Engineering & Structural Dynamics, 8(6), 565–587. https://doi.org/10.1002/eqe.4290080606 DOI: https://doi.org/10.1002/eqe.4290080606
Zhu, F., & Zhao, J. (2019). Modeling continuous grain crushing in granular media: A hybrid peridynamics and physics engine approach. Computer Methods in Applied Mechanics and Engineering, 348, 334–355. https://doi.org/10.1016/j.cma.2019.01.017 DOI: https://doi.org/10.1016/j.cma.2019.01.017
Zulli, D., Contento, A., & Di Egidio, A. (2012). 3D model of rigid block with a rectangular base subject to pulse-type excitation. International Journal of Non-Linear Mechanics, 47(6), 679–687. https://doi.org/10.1016/j.ijnonlinmec.2011.11.004 DOI: https://doi.org/10.1016/j.ijnonlinmec.2011.11.004
Downloads
Additional Files
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 Zhiang Chen, Akshay Sopan Mahalle, M. Khalid Saifullah, Christine Wittich, Jnaneshwar Das, Christopher Madugo, Albert Kottke, Ramón Arrowsmith

This work is licensed under a Creative Commons Attribution 4.0 International License.

