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Publications by [Anderson D. G.]
Total Items found:
Anderson D. G.
,
Marting G. R.
et al.
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
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
NCHRP Report 611, TRB
Anderson D. G.
,
Marting G. R.
et al.
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
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
NCHRP Report 611, TRB
Anderson D. G.
,
Marting G. R.
et al.
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
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
NCHRP Report 611, TRB
Harris D. E.
,
Anderson D. G.
et al.
The evaluation of pile axial capacity included the use of a variety of methods, including total stress, effective stress, and empirical methods using the results of piezocone soundings and conventional borehole and laboratory tests.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Proceedings of Deep Foundation Institute Annual Meeting, Miami
Fellenius B. H.
,
Harris D. E.
et al.
The analyses of the results of the static loading test have included correction for residual load caused by fully mobilized negative skin friction down to 10 m depth and fully mobilized positive shaft resistance below 30 m depth with approximately no transfer ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Canadian Geotechnical Journal, Vol. 41, No. 4., pp. 613-628"
