Technical Papers
Mar 20, 2023

Load-Sharing Behavior of Caisson Foundations in Layered Soil under Seismic Conditions

Publication: International Journal of Geomechanics
Volume 23, Issue 6

Abstract

Caissons are rigid foundation systems with huge mass that support a large variety of load combinations. Most studies ignore the resistance provided by the periphery of a caisson in providing resistance to applied external loading. In this study, the variation of resistive stresses generated on the base and sides of a caisson under various loading, interface, and seismic conditions, obtained from numerical analysis, is explored using finite-element method–based computer program ABAQUS. The shear forces and resistive moments thus generated have been studied to identify the resistive forces required for stability for different input parameters. The percentage of resisting moment shared by the caisson sides (lateral soil pressure, horizontal and vertical skin friction) has then been compared with that due to the caisson base (base reaction and base friction). Empirical correlation has been obtained using multiple linear regression analysis for the load shared by the caisson sides. It is observed that, with an increase in the horizontal and vertical seismic acceleration coefficients, the percentage of resisting moment contributed by the caisson sides increases.

Get full access to this article

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

References

Alampalli, S., and V. Peddibotla. 1997. “Laboratory investigation on caissons-deformations and vertical load distributions.” Soils Found. 37 (2): 61–69. https://doi.org/10.3208/sandf.37.2_61.
Al-Ramthan, A. Q. O., and C. P. Aubeny. 2020. “Numerical investigation of the performance of caissons in cohesive soils under cyclic loading.” Int. J. Geomech. 20 (5): 04020042. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001650.
Banerjee, P. K., and S. Gangopadhyay. 1960. “Study on the stability of well foundations for major bridges.” J. Indian Roads Congr. 22: 588–600.
Beredugo, Y. O., and M. Novak. 1972. “Coupled horizontal and rocking vibration of embedded footings.” Can. Geotech. J. 9: 477–497. https://doi.org/10.1139/t72-046.
Biswas, S., and D. Choudhury. 2019. “Seismic soil resistance for caisson design in sand.” Proc. Inst. Civ. Eng.– Geotech. Eng. 172 (1): 67–75. https://doi.org/10.1680/jgeen.17.00195.
Biswas, S., and D. Choudhury. 2020. “Behavior of caisson foundations under lateral loading in layered cohesive soil.” In Geo-Congress 2020: Foundations, Soil Improvement, and Erosion, Geotechnical Special Publication 315, edited by J. P. Hambleton, R. Makhnenko, and A. S. Budge, 23–32. Reston, VA: ASCE.
Biswas, S., and D. Choudhury. 2021. “Caissons in cohesionless soils considering 3D wedge under earthquake loading.” Int. J. Geomech. 20 (12): 04020221. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001862.
Chiou, J. S., Y. Y. Ko, S. Y. Hsu, and Y. C. Tsai. 2012. “Testing and analysis of a laterally loaded bridge caisson foundation in gravel.” Soils Found. 52 (3): 562–573. https://doi.org/10.1016/j.sandf.2012.05.013.
Chowdhury, I., R. Tarafdar, A. Ghosh, and S. P. Dasgupta. 2017. “Dynamic soil structure interaction of bridge piers supported on well foundations.” Soil Dyn. Earthquake Eng. 97: 251–265. https://doi.org/10.1016/j.soildyn.2017.03.005.
Dominguez, J. 1978. Dynamic stiffness of rectangular foundations. Research Rep. R78-20. Cambridge, MA: Dept. of Civil Engineering, Massachusetts Institute of Technology.
Gadre, A., and R. Dobry. 1998. “Lateral cyclic loading centrifuge tests on square embedded footing.” J. Geotech. Geoenviron. Eng. 124 (11): 1128–1138. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:11(1128).
Gazetas, G. 1991. “Formulas and charts for impedances of surface and embedded foundations.” J. Geotech. Eng. 117 (9): 1363–1381. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:9(1363).
Gerolymos, N., and G. Gazetas. 2006a. “Winkler model for lateral response of rigid caisson foundations in linear soil.” Soil Dyn. Earthquake Eng. 26: 347–361. https://doi.org/10.1016/j.soildyn.2005.12.003.
Gerolymos, N., and G. Gazetas. 2006b. “Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities.” Soil Dyn. Earthquake Eng. 26: 363–376. https://doi.org/10.1016/j.soildyn.2005.12.002.
Gerolymos, N., and G. Gazetas. 2006c. “Static and dynamic response of massive caisson foundations with soil and interface nonlinearities-validation and results.” Soil Dyn. Earthquake Eng. 26: 377–394. https://doi.org/10.1016/j.soildyn.2005.12.001.
Gerolymos, N., A. Zafeirakos, and K. Karapiperis. 2015. “Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading.” Soil Dyn. Earthquake Eng. 78: 154–174. https://doi.org/10.1016/j.soildyn.2015.07.012.
IRC (Indian Road Congress). 1972. Recommendations for estimating the resistance of soil below the maximum scour level in the design of well foundation of bridges. IRC:45. New Delhi, India: IRC.
Jawaid, S. M. A., and M. R. Madhav. 2013. “Analysis of axially loaded short rigid composite caisson foundation based on continuum approach.” Int. J. Geomech. 13 (5): 636–644. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000185.
Karapiperis, K., and N. Gerolymos. 2014. “Combined loading of caisson foundations in cohesive soil: Finite element versus Winkler modeling.” Comput. Geotech. 56: 100–120. https://doi.org/10.1016/j.compgeo.2013.11.006.
Kondner, R. L., and J. A. Cunningham. 1963. “A lateral stability of rigid poles partially embedded in sand.” Highway Res. Rec. 39: 49–67.
Kumar, M., and K. Chatterjee. 2020. “A numerical study on lateral load response of caissons in static conditions.” In Geo-Congress 2020: Foundations, Soil Improvement and Erosion, Geotechnical Special Publication 315, edited by J. P. Hambleton, R. Makhnenko, and A. S. Budge, 15–22. Reston, VA: ASCE.
Kumar, M., and K. Chatterjee. 2021. “Generalized interaction diagrams for caisson foundations in layered soil under seismic conditions.” Int. J. Geomech. 21 (8): 04021135. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002079.
Kumar, M., and K. Chatterjee. 2022. “Seismic stability analysis of caissons under earthquake forces considering 3-D log-spiral failure surface.” Nat. Hazard. Rev. 23 (4): 04022030. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000588.
Kumar, M., and K. Chatterjee. 2023. “Modified pseudo-dynamic based soil-structure interaction of caisson with a novel 3D failure wedge.” Comput. Geotech. 153: 105079. https://doi.org/10.1016/j.compgeo.2022.105079.
Mitta, A., and J. E. Luco. 1989. “Dynamic response of a square foundation embedded in an elastic half space.” Soil Dyn. Earthquake Eng. 8 (2): 54–67. https://doi.org/10.1016/S0267-7261(89)80013-2.
Mylonakis, G. 2001. “Elastodynamic model for large-diameter end-bearing shafts.” Soils Found. 41 (3): 31–44. https://doi.org/10.3208/sandf.41.3_31.
Novak, M., T. Nogami, and F. Aboul-Ella. 1978. “Dynamic soil reactions for plane strain case.” J. Eng. Mech. Div. 104 (4): 953–959. https://doi.org/10.1061/JMCEA3.0002392.
Olson, S. M., Y. M. Hashash, M. R. Muszynski, and C. Phillips. 2017. “Passive wedge formation and limiting lateral pressures on large foundations during lateral spreading.” J. Geotech. Geoenviron. Eng. 143 (7): 04017027. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001663.
Pender, E. B. 1947. “Lateral support afforded to piers founded in sand.” J. Inst. Eng. 19 (7): 151.
Roscoe, K. H. 1957. “A comparison of tied and free pier foundation.” In Vol. 1 of Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, 419–423. London: Butterworths.
Sharda, S. C. 1975. “Response of well foundations under horizontal loads.” Ph.D. thesis, School of Research and Training in Earthquake Engineering, Univ. of Roorkee.
SIMULIA. 2014. ABAQUS documentation. Providence, RI: Dassault Systèmes.
Terzaghi, K. 1943. Theoretical soil mechanics. Hoboken, NJ: Wiley.
Tsigginos, C., N. Gerolymos, D. Assimaki, and G. Gazetas. 2008. “Seismic response of bridge pier on rigid caisson foundation in soil stratum.” Earthquake Eng. Eng. Vibr. 7: 33–44. https://doi.org/10.1007/s11803-008-0825-8.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 6June 2023

History

Received: Jul 11, 2022
Accepted: Dec 20, 2022
Published online: Mar 20, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 20, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Mohit Kumar, Ph.D., S.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, IIT Roorkee, Roorkee 247667, India. Email: [email protected]
Kaustav Chatterjee, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, IIT Roorkee, Roorkee 247667, India (corresponding author). 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