Geotechnical Engineering Circular No. 9 Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities


DESIGN FOR EARTH RETENTION STRUCTURES ......................................... 127



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Soldier Rev B
9
DESIGN FOR EARTH RETENTION STRUCTURES ......................................... 127
9.1
Overview ................................................................................................................................... 127 Earth Pressures ......................................................................................................................... 127 Determination of Embedment Depth .......................................................................................... 130 Evaluation of Deformation .......................................................................................................... 130
10
DESIGN FOR SLOPE STABILIZATION ............................................................ 131
10.1
Overview ................................................................................................................................... 131

iv Existing Slope Stability .............................................................................................................. 131 Data Gathering .................................................................................................................. 131 10.2.2
Geotechnical Resistance Factors for Slope Stability ........................................................... 132 Drilled Shaft Analysis ................................................................................................................. 132 Background. 132 10.3.2
LRFD Analysis for Slope Stabilization. 133 10.3.3
Liang and Zeng (2002) Method .......................................................................................... 133 10.3.4
Geotechnical Resistance of Drilled Shafts .......................................................................... 139 Drilled Shaft Reinforcement Design .................................................................................... 140 Computer Applications ....................................................................................................... 140 10.4
Micropile Slope Stabilization ...................................................................................................... 141

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