Building Response to Excavation-Induced Ground Movements from a Nonlinear-Inelastic Perspective
Publication: Journal of Structural Engineering
Volume 149, Issue 4
Abstract
The nonlinear-inelastic response of reinforced concrete moment-resisting frame buildings due to an adjacent excavation in soft to medium clays is presented. An advanced numerical model is used to account for building-soil-excavation interactions, post-yielding behavior of the structural members, and solid-fluid coupled behavior of supporting soils. The effects of the excavation on the internal force redistributions of structural members, lateral and vertical distortions, ground surface settlements, and lateral wall movements are presented in terms of angular distortions and drifts, curvature ductility, axial forces, and flexural moments. Results showed how beams progressively developed plastic deformations as deep-seated movements occurred during the excavation of soft and medium clays, reaching maximum curvature ductility ratios larger than 2. As the excavation advanced, maximum curvature ductilities of up to 5 were computed in beams closer to the excavation, causing localized inelastic mechanisms in the building. This paper shows how even well-designed buildings to withstand large levels of lateral load demands using strong column–weak beam approaches can still be subjected to significant excavation-induced nonlinear-inelastic demands that can cause damage.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
Financial support for this work was provided by the National Science Foundation Grant No. CMMI-1538506. The support of National Science Foundation is greatly appreciated.
References
Arboleda-Monsalve, L. G., F. Teng, T. Kim, and R. J. Finno. 2017. “Numerical simulation of triaxial stress probes and recent stress-history effects of compressible Chicago glacial clays.” J. Geotech. Geoenviron. Eng. 143 (7): 1–10. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001684.
ASCE. 2016. Minimum design loads for buildings and other structures. ASCE 7-16. Reston, VA: ASCE.
Biot, M. 1941. “General theory of three-dimensional consolidation.” J. Appl. Phys. 12 (2): 155–164. https://doi.org/10.1063/1.1712886.
Boscardin, M. D., and E. J. Cording. 1989. “Building response to excavation-induced settlement.” J. Geotech. Eng. 115 (1): 1–21. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:1(1).
Bryson, L. S., and M. J. Kotheimer. 2011. “Cracking in walls of a building adjacent to a deep excavation.” J. Perform. Constr. Facil. 25 (6): 491–503. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000185.
Callisto, L., F. Maltese, and F. Bertoldo. 2014. “Design of deep excavations in fine-grained soils accounting for changes in pore water pressures.” In Proc., 8th Int. Symp. Geotechnical Aspects of Underground Construction in Soft Ground, 161–166. Seoul: Korean Geotechnical Society.
Chan, A. H. C. 1988. “A unified finite element solution to static and dynamic problems in geomechanics.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. College of Swansea, Swansea Univ.
Clough, G. W., and T. D. O’Rourke. 1990. Construction induced movements of insitu walls. Geotechnical Special Publication No. 25. New York: ASCE.
Clough, G. W., E. M. Smith, and B. P. Sweeney. 1989. “Movement control of excavation support systems by iterative design.” In Proc., Foundation Engineering: Current Principles and Practices, 869–884. Reston, VA: ASCE.
Elgamal, A., Z. Yang, and E. Parra. 2002. “Computational modeling of cyclic mobility and post-liquefaction site response.” Soil Dyn. Earthquake Eng. 22 (4): 259–271. https://doi.org/10.1016/S0267-7261(02)00022-2.
Elgamal, A., Z. Yang, E. Parra, and A. Ragheb. 2003. “Modeling of cyclic mobility in saturated cohesionless soils.” Int. J. Plast. 19 (6): 883–905. https://doi.org/10.1016/S0749-6419(02)00010-4.
Erduran, E., and A. Yakut. 2007. “Vulnerability assessment of reinforced concrete moment resisting frame buildings.” J. Struct. Eng. 133 (4): 576–586. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:4(576).
Fayad, P. 1986. “Aspects of the volumetric and undrained behavior of Boston Blue Clay.” Master’s thesis, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology.
Finno, R. J., and C.-K. Chung. 1992. “Stress-strain-strength responses of compressible Chicago glacial clays.” J. Geotech. Eng. 118 (10): 1607–1625. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:10(1607).
Giardina, G., M. A. N. Hendriks, and J. G. Rots. 2015. “Damage functions for the vulnerability assessment of masonry buildings subjected to tunneling.” J. Struct. Eng. 141 (9): 04014212. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001162.
Giardina, G., A. V. van de Graaf, M. A. N. Hendriks, J. G. Rots, and A. Marini. 2013. “Numerical analysis of a masonry façade subject to tunnelling-induced settlements.” Eng. Struct. 54 (Sep): 234–247. https://doi.org/10.1016/j.engstruct.2013.03.055.
Goh, K. H., and R. J. Mair. 2014. “Response of framed buildings to excavation-induced movements.” Soils Found. 54 (3): 250–268. https://doi.org/10.1016/j.sandf.2014.04.002.
Gu, Q., J. P. Conte, Z. Yang, and A. Elgamal. 2011. “Consistent tangent moduli for multi-yield-surface J2 plasticity model.” Comput. Mech. 48 (1): 97–120. https://doi.org/10.1007/s00466-011-0576-7.
Hsieh, P.-G., and C.-Y. Ou. 1998. “Shape of ground surface settlement profiles caused by excavation.” Can. Geotech. J. 35 (6): 1004–1017. https://doi.org/10.1139/t98-056.
Ishihara, K. 1985. “Stability of natural deposits during earthquakes.” In Proc., 11th Int. Conf. Soil Mechanics and Foundation Engineering, 321–376. Boca Raton, FL: CRC Press.
Khandelwal, K., and S. El-Tawil. 2007. “Collapse behavior of steel special moment resisting frame connections.” J. Struct. Eng. 133 (5): 646–655. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(646).
Kraas, F., M. C. Surinder Aggarwal, and G. Mertins. 2013. Megacities: Our global urban future. New York: Springer.
Laefer, D. F., S. Ceribasi, J. H. Long, and E. J. Cording. 2009. “Predicting RC frame response to excavation-induced settlement.” J. Geotech. Geoenviron. Eng. 135 (11): 1605–1619. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000128.
Liu, J., T. Qi, and Z. Wu. 2012. “Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis.” Tunnelling Underground Space Technol. 28 (1): 287–296. https://doi.org/10.1016/j.tust.2011.12.005.
Long, M. 2001. “Database for retaining wall and ground movements due to deep excavations.” J. Geotech. Geoenviron. Eng. 127 (3): 203–224. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:3(203).
Maddah, A., A. Soroush, and R. Shafipour. 2021. “A new concept for interpretation of building-excavation interaction in 3D conditions.” Tunnelling Underground Space Technol. 109 (Dec): 103757. https://doi.org/10.1016/j.tust.2020.103757.
Mana, A. I., and G. W. Clough. 1981. “Prediction of movements for braced cuts in clay.” J. Geotech. Eng. Div. 107 (6): 759–777. https://doi.org/10.1061/AJGEB6.0001150.
Meyerhof, G. 1956. “Discussion on paper by Skeptom, A W and MacDonald, D H. The allowable settlements of buildings.” Proc. Inst. Civ. Eng. Part II 5 (6): 774–775.
Peck, R. B. 1948. History of building foundations in Chicago: A report of an investigation. Champlain, IL: Univ. of Illinois.
Peck, R. B., and W. C. Reed. 1954. Engineering properties of Chicago subsoils. Urbana, IL: Univ. of Illinois at Urbana-Champaign.
Polshin, D. E., and R. A. Tokar. 1957. “Maximum allowable non-uniform settlement of structures.” In Proc., 4th Int. Conf. Soil Mechanics and Foundation Engineering, 402–405. London: Butterworths.
Prevost, J. H. 1985. “A simple plasticity theory for frictional cohesionless soils.” Int. J. Soil Dyn. Earthquake Eng. 4 (1): 9–17. https://doi.org/10.1016/0261-7277(85)90030-0.
Roboski, J. F. 2004. “Three-dimensional performance and analyses of deep excavations.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Northwestern Univ.
Skempton, W., and D. H. MacDonald. 1956. “Allowable settlements of buildings.” Proc. Inst. Civ. Eng. Part III 5 (3): 727–768. https://doi.org/10.1680/ipeds.1956.12202.
Son, M., and E. J. Cording. 2005. “Estimation of building damage due to excavation-induced ground movements.” J. Geotech. Geoenviron. Eng. 131 (2): 162–177. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(162).
Son, M., and E. J. Cording. 2011. “Responses of buildings with different structural types to excavation-induced ground settlements.” J. Geotech. Geoenviron. Eng. 137 (4): 323–333. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000448.
Tan, Y., R. Huang, Z. Kang, and W. Bin. 2016. “Covered semi-top-down excavation of subway station surrounded by closely spaced buildings in downtown Shanghai: Building response.” J. Perform. Constr. Facil. 30 (6): 1–26. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000892.
Tan, Y., and B. Wei. 2012. “Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay.” J. Geotech. Geoenviron. Eng. 138 (1): 69–88. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000553.
Teng, F., L. G. Arboleda-Monsalve, and R. J. Finno. 2018. “Numerical simulation of recent stress-history effects on excavation responses in soft clays.” J. Geotech. Geoenviron. Eng. 144 (8): 06018005. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001921.
Uribe-Henao, A. F. 2021. “Ground movements and nonlinear-inelastic response of buildings induced by excavations in glacial clay deposits.” Ph.D. dissertation, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida.
Uribe-Henao, A. F., L. G. Arboleda-Monsalve, and K. Mackie. 2022. “Soil-structure interaction on excavation-induced response of moment-resisting frame buildings.” In Proc., Geo-Congress 2022: Deep Foundations, Earth Retention, and Underground Construction. Reston, VA: ASCE.
Uribe-Henao, A. F., L. G. Arboleda-Monsalve, and D. G. Zapata-Medina. 2020a. “Is excess pore water pressure build up an engineering demand parameter for excavation analyses?” In Proc., DFI 45th Annual Conf. Deep Foundations, 567–575. Hawthorne, NJ: Deep Foundations Institute.
Uribe-Henao, A. F., L. G. Arboleda-Monsalve, D. G. Zapata-Medina, and F. Sarabia. 2020b. “Modeling deep excavations in OpenSees.” In Proc., Geo-Congress 2020 Vision, Insight, Outlook. Reston, VA: ASCE.
Wang, J. H., Z. H. Xu, and W. D. Wang. 2010. “Wall and ground movements due to deep excavations in Shanghai soft soils.” J. Geotech. Geoenviron. Eng. 136 (7): 985–994. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000299.
Wen, Y. K., and S.-H. Song. 2003. “Structural reliability/redundancy under earthquakes.” J. Struct. Eng. 129 (1): 56–67. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(56).
Woo, S. M., and Z. C. Moh. 1990. “Geotechnical characteristics of soils in the Taipei basin.” In Proc., 10th Southeast Asian Geotechnical Conf., 51–65. Bangkok, Thailand: Southeast Asian Geotechnical Society.
Yang, Z., A. Elgamal, and E. Parra. 2003. “Computational model for cyclic mobility and associated shear deformation.” J. Geotech. Geoenviron. Eng. 129 (12): 1119–1127. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:12(1119).
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Received: Jun 15, 2021
Accepted: Nov 14, 2022
Published online: Feb 11, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 11, 2023
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