Strong Earthquake Motion Estimates for Three Sites on the U.C. Riverside Campus

Archuleta, R. ; Elgamal, A. ; Heuze, F. ; Lai, T. ; Lavalle, D. ; Lawrence, B. ; Liu, P.C. ; Matesic, L. ; Park, S. ; Riemar, M. ; Steidl, J. ; Vucetic, M. ; Wagoner, J. ; Yang, Z.

Lawrence Livermore National Laboratory

关键词: Ruptures;    Testing;    Monitoring;    Ground Motion;    Boreholes;   

DOI  :  10.2172/791426
RP-ID  :  UCRL-ID-140522
RP-ID  :  W-7405-Eng-48
RP-ID  :  791426

美国|英语

来源: UNT Digital Library

【 摘 要 】

The approach of the Campus Earthquake Program (CEP) is to combine the substantial expertise that exists within the UC system in geology, seismology, and geotechnical engineering, to estimate the earthquake strong motion exposure of UC facilities. These estimates draw upon recent advances in hazard assessment, seismic wave propagation modeling in rocks and soils, and dynamic soil testing. The UC campuses currently chosen for application of our integrated methodology are Riverside, San Diego, and Santa Barbara. The procedure starts with the identification of possible earthquake sources in the region and the determination of the most critical fault(s) related to earthquake exposure of the campus. Combined geological, geophysical, and geotechnical studies are then conducted to characterize each campus with specific focus on the location of particular target buildings of special interest to the campus administrators. We drill and geophysically log deep boreholes next to the target structure, to provide direct in-situ measurements of subsurface material properties, and to install uphole and downhole 3-component seismic sensors capable of recording both weak and strong motions. The boreholes provide access below the soil layers, to deeper materials that have relatively high seismic shear-wave velocities. Analyses of conjugate downhole and uphole records provide a basis for optimizing the representation of the low-strain response of the sites. Earthquake rupture scenarios of identified causative faults are combined with the earthquake records and with nonlinear soil models to provide site-specific estimates of strong motions at the selected target locations. The predicted ground motions are shared with the UC consultants, so that they can be used as input to the dynamic analysis of the buildings. Thus, for each campus targeted by the CEP project, the strong motion studies consist of two phases, Phase 1--initial source and site characterization, drilling, geophysical logging, installation of the seismic station, and initial seismic monitoring, and Phase 2--extended seismic monitoring, dynamic soil testing, calculation of estimated site-specific earthquake strong motions at depth and at the surface, and, where applicable, estimation of the response of selected buildings to the CEP-estimated strong motions.