On seismically induced pore pressure and settlement
By: Albert T.F. Chen
Links
- The Publications Warehouse does not have links to digital versions of this publication at this time
- Download citation as: RIS | Dublin Core
Abstract
Two different approaches are used to estimate pore pressures and settlement in a 50-ft (15.2-m) sand deposit subjected to a variety of earthquake loadings. Although the two approaches seem consistent in predicting the occurrence of liquefaction, the results show that they are quite divergent in estimating pore-pressure build-ups and magnitude of ground settlement.
Suggested Citation
Chen, A.T., 1988, On seismically induced pore pressure and settlement, in Geotechnical Special Publication, no. n, Park City, UT, USA, 27 June 1988 through 30 June 1988, p. 482-492.
| Publication type | Conference Paper |
|---|---|
| Publication Subtype | Conference Paper |
| Title | On seismically induced pore pressure and settlement |
| Issue | n |
| Year Published | 1988 |
| Language | English |
| Publisher | Publ by ASCE |
| Publisher location | New York, NY, United States |
| Larger Work Title | Geotechnical Special Publication |
| First page | 482 |
| Last page | 492 |
| Conference Title | Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground-Motion Evaluation: Proceedings of the Specialty Conference |
| Conference Location | Park City, UT, USA |
| Conference Date | 27 June 1988 through 30 June 1988 |