Abstract
A recently developed numerical model that accounts for both hydrodynamic lag and creep effects is introduced. This model is used to analyze the behavior of the I-95 test embankment, outside of Boston, Massachusetts, USA. -from Authors
Original language | English (US) |
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Title of host publication | Proc. 11th international conference on soil mechanics and foundation engineering, San Francisco, August 1985. Vol. 2, (Balkema) |
Pages | 535-538 |
Number of pages | 4 |
State | Published - 1985 |
Externally published | Yes |
ASJC Scopus subject areas
- General Earth and Planetary Sciences
- General Environmental Science