Abstract
The results reported in this investigation demonstrate that 'site' factors, such as the shear resistance of the overburden, seepage conditions, nature of the loading history, layer thickness, bulk compressibility, and phase coupling, greatly affect the pore pressure increase in saturated sand layers subjected to a seismic excitation. -from ASCE Publications Abstracts
Original language | English (US) |
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Pages (from-to) | 785-801 |
Number of pages | 17 |
Journal | Journal of the Geotechnical Engineering Division, ASCE |
Volume | 106 |
Issue number | GT7, Proc. Paper 15577 |
State | Published - 1980 |
Externally published | Yes |
ASJC Scopus subject areas
- General Engineering