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Performance of Geocell Reinforced Embankment over Soft Soil Deposit
Lalima Banerjee
, Sowmiya Chawla
*
, Gupinath Bhandari
*
Corresponding author for this work
Department of Civil Engineering, Manipal Institute of Technology, Bengaluru
Manipal Institute of Technology, Bengaluru
Research output
:
Chapter in Book/Report/Conference proceeding
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Conference contribution
3
Citations (Scopus)
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Dive into the research topics of 'Performance of Geocell Reinforced Embankment over Soft Soil Deposit'. Together they form a unique fingerprint.
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Engineering
Test Result
100%
Reinforced Embankment
100%
Soil Deposit
100%
Performance Improvement
50%
Clay Deposits
50%
Percentage Increase
50%
Ground Improvement
50%
Lateral Deformation
50%
Soil Reinforcement
50%
Finite Element Analysis
50%
Aspect Ratio
50%
INIS
performance
100%
soils
100%
deposits
100%
embankments
100%
foundations
57%
clays
42%
reduction
14%
layers
14%
size
14%
capacity
14%
finite element method
14%
deformation
14%
interfaces
14%
aspect ratio
14%
Earth and Planetary Sciences
Soft Soil
100%
Geocell
100%
Soft Clay
50%
Experimental Study
16%
Ground Improvement
16%
Soil Reinforcement
16%