Resistant Behavior of Nailed Soil Slopes under Seismic Conditions
Date Issued
2001
Date
2001
Author(s)
DOI
892218E002105
Abstract
This paper presents the mechanical
behavior of steep nailed slopes by numerical
analysis method. Validity of the numerical
model is verified through comparison
between analytical results and observations
of the model tests. Additionally, the results
from parametric studies regarding the slope
angle and the inclination of nails are also presented.
Subjects
soil nailing
slope
reinforcement
model test
numerical analysis
Publisher
臺北市:國立臺灣大學土木工程學系暨研究所
Type
report
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892218E002105.pdf
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Format
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(MD5):35339bbd7ac7a28e8dc8d559a361c166
