American Society of Civil Engineers


Centrifuge Modeling of Seismically Induced Uplift for the BART Transbay Tube


by J. C. Chou, (corresponding author), (Ph.D. Candidate, Dept. of Civil and Environmental Engineering, University of California at Davis, Davis, CA 95616 E-mail: jccchou@ucdavis.edu), B. L. Kutter, (Professor, Dept. of Civil and Environmental Engineering, University of California at Davis, Davis, CA 95616. E-mail: blkutter@ucdavis.edu), T. Travasarou, (Senior Engineer, Fugro West, Inc., Oakland, CA 94607. E-mail: ttravasarou@fugro.com), and J. M. Chacko, (Principal Engineer, Fugro West, Inc., Oakland, CA 94607. E-mail: jchacko@fugro.com)

Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, No. 8, August 2011, pp. 754-765, (doi:  http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000489)

     Access full text
     Purchase Subscription
     Permissions for Reuse  

Document type: Journal Paper
Award Title: Wellington Prize, Arthur M., 2013
Abstract: The BART Transbay Tube (TBT) is an immersed cut-and-cover subway tunnel that runs from Oakland to San Francisco, California. The loose sand and gravel backfills placed around the tunnel are considered to be liquefiable, and the clays under the backfill are soft in some zones along the alignment. These conditions could potentially result in uplift of the tunnel during strong earthquake shaking. This paper describes centrifuge model tests performed to verify numerical methods used to assess the stability and to evaluate the potential uplift mechanisms of the TBT. The observed mechanisms of uplift were a ratcheting mechanism (sand migrating under the tunnel with each cycle of relative movement), a pore water migration mechanism (water flowing under the tunnel), and a bottom heave mechanism, involving soft soils below the base of the trench. A fourth potential mechanism, viscous flow of liquefied soil, was not observed. The volume of the tunnel relative to the volume of the trench and the densities and permeabilities of the nonhomogeneous backfill were important parameters affecting the uplift of the tunnel. From the experiments reported here and analyses reported by the designers, it was concluded that the magnitude of uplift is limited and, hence, that an expensive ground improvement project to densify the backfill was unwarranted.


ASCE Subject Headings:
Tunnels
Centrifuge models
Soil liquefaction
Buried structures
Sand (soil type)
Gravel
Clays
Earthquakes
Uplifting
Seismic effects

Author Keywords:
Tunnel
Centrifuge modeling
Liquefication
Buried structure
Sand
Gravel
Clay
Earthquake
Uplift mechanisms
Seismic performance