Soil restraints on steel buried pipelines crossing active seismic faults
The quantification and prediction of soil restraint on buried pipelines are essential for the design of pipeline systems crossing seismic faults, and in turn to reduce the risk of pipeline damage due to geotechnical earthquake hazards. Full-scale soil-pipe interaction tests were undertaken to better...
| Main Author: | |
|---|---|
| Language: | English |
| Published: |
University of British Columbia
2013
|
| Online Access: | http://hdl.handle.net/2429/45040 |