Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and EmbankmentsTransportation Research Board, 2008 - 137 páginas This report explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study. Volume 2, which is only available online, presents the proposed specifications, commentaries, and example problems for the retaining walls, slopes and embankments, and buried structures. |
Contenido
1 Final Report | 1 |
Analytical Methodologies | 26 |
Chapter 5 Seismic Ground Motions | 35 |
Derechos de autor | |
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Términos y frases comunes
20 ft wall 40 ft wall AASHTO LRFD Bridge active earth pressure active pressure approach backfill Bridge Design Specifications buried structures cantilever walls Chapter cohesion correlations Culvert Diameter culverts and pipes current AASHTO design of retaining developed Earthquake Engineering effects Embedment Depth Ratio estimating evaluation factor of safety failure FHWA Figure FLAC flexibility ratio Flexible Culvert Geosynthetic Geotechnical Engineering ground deformation ground motion HDPE Highway inertial INFOTAB kmax limit equilibrium liquefaction LRFD Bridge Design M-O equations MSE walls NCHRP 12-70 Project NCHRP 20-07 Project parameters passive earth pressure peak ground acceleration performance pipelines Poisson's Ratio procedures pseudo-static quake Engineering racking deformations recommended Reinforced retaining walls return period Rigid Culvert S₁ scattering analyses Section seismic analysis seismic coefficient seismic design seismic loading shearing strain site-adjusted slope stability slopes and embankments soil nail walls spectral acceleration spectral shape studies tion wall height wave scattering yield acceleration