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SSI effects on seismic settlements of shallow foundations on sand
https://orcid.org/0000-0003-4723-1669
https://orcid.org/0000-0002-3399-561X
https://orcid.org/0000-0003-4233-3375
Abstract The gradual extension of performance-based design in geotechnical engineering has focused the attention on the seismic performance of foundations, typically, in terms of settlement, tilt and bearing capacity degradation. The aim of the present paper is to explore the role of superstructure inertia on the performance of shallow foundations through a series of non-linear numerical analyses of structure-foundation-soil systems, performed with the Finite Difference Code FLAC3D. The NTUA-Sand constitutive model is used to simulate the nonlinear cyclic soil response. The parametric analyses focus upon the effect of key soil-structure interaction parameters, such as the frequency characteristics of the structure – foundation (SFS) system and that of the free-field soil profile, as well as, the structural and excitation properties. Initially, the nonlinear fundamental period of vibration of the SFS system is correlated to the above key parameters of the system and the seismic excitation. In the sequel, to isolate the SSI effects, settlements of SFS systems are compared with the respective settlements of equivalent foundation-soil systems (FS). Simplified relations are finally developed for the analytical calculation of SSI effects on foundation settlements, based on a multi-variable statistical analysis of the available numerical predictions.
Highlights Performance-based design of soil-foundation-structure systems ensures viable performance. Soil-structure interaction effects increase seismic settlement accumulation. Vibrational characteristics of the structure govern seismic settlement accumulation. The nonlinear system period is related to critical seismic, soil and structural parameters.
SSI effects on seismic settlements of shallow foundations on sand
https://orcid.org/0000-0003-4723-1669
https://orcid.org/0000-0002-3399-561X
https://orcid.org/0000-0003-4233-3375
Abstract The gradual extension of performance-based design in geotechnical engineering has focused the attention on the seismic performance of foundations, typically, in terms of settlement, tilt and bearing capacity degradation. The aim of the present paper is to explore the role of superstructure inertia on the performance of shallow foundations through a series of non-linear numerical analyses of structure-foundation-soil systems, performed with the Finite Difference Code FLAC3D. The NTUA-Sand constitutive model is used to simulate the nonlinear cyclic soil response. The parametric analyses focus upon the effect of key soil-structure interaction parameters, such as the frequency characteristics of the structure – foundation (SFS) system and that of the free-field soil profile, as well as, the structural and excitation properties. Initially, the nonlinear fundamental period of vibration of the SFS system is correlated to the above key parameters of the system and the seismic excitation. In the sequel, to isolate the SSI effects, settlements of SFS systems are compared with the respective settlements of equivalent foundation-soil systems (FS). Simplified relations are finally developed for the analytical calculation of SSI effects on foundation settlements, based on a multi-variable statistical analysis of the available numerical predictions.
Highlights Performance-based design of soil-foundation-structure systems ensures viable performance. Soil-structure interaction effects increase seismic settlement accumulation. Vibrational characteristics of the structure govern seismic settlement accumulation. The nonlinear system period is related to critical seismic, soil and structural parameters.
SSI effects on seismic settlements of shallow foundations on sand
https://orcid.org/0000-0003-4723-1669
https://orcid.org/0000-0002-3399-561X
https://orcid.org/0000-0003-4233-3375
Abstract The gradual extension of performance-based design in geotechnical engineering has focused the attention on the seismic performance of foundations, typically, in terms of settlement, tilt and bearing capacity degradation. The aim of the present paper is to explore the role of superstructure inertia on the performance of shallow foundations through a series of non-linear numerical analyses of structure-foundation-soil systems, performed with the Finite Difference Code FLAC3D. The NTUA-Sand constitutive model is used to simulate the nonlinear cyclic soil response. The parametric analyses focus upon the effect of key soil-structure interaction parameters, such as the frequency characteristics of the structure – foundation (SFS) system and that of the free-field soil profile, as well as, the structural and excitation properties. Initially, the nonlinear fundamental period of vibration of the SFS system is correlated to the above key parameters of the system and the seismic excitation. In the sequel, to isolate the SSI effects, settlements of SFS systems are compared with the respective settlements of equivalent foundation-soil systems (FS). Simplified relations are finally developed for the analytical calculation of SSI effects on foundation settlements, based on a multi-variable statistical analysis of the available numerical predictions.
Highlights Performance-based design of soil-foundation-structure systems ensures viable performance. Soil-structure interaction effects increase seismic settlement accumulation. Vibrational characteristics of the structure govern seismic settlement accumulation. The nonlinear system period is related to critical seismic, soil and structural parameters.
SSI effects on seismic settlements of shallow foundations on sand
Bazaios, Konstantinos (author) / Gerolymos, Nikos (author) / Bouckovalas, George (author) / Chaloulos, Yannis K. (author)
2021-10-11
Article (Journal)
Electronic Resource
English
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