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Lime remediation of reactivated landslides
G. Mesri
, M. Moridzadeh
Civil and Environmental Engineering
Research output
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peer-review
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Dive into the research topics of 'Lime remediation of reactivated landslides'. Together they form a unique fingerprint.
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Keyphrases
Lime Treatment
100%
Reactivated Landslide
100%
Friction Angle
66%
Residual Friction Angle
66%
Liquid Limit
66%
Plastic Limit
66%
Frictional Resistance
33%
North Dakota
33%
Hydrated Lime
33%
Effective Normal Stress
33%
Stiff Clay
33%
Clay Size Fraction
33%
Natural Water Content
33%
Clay Samples
33%
Clay Formation
33%
Lime Improvement
33%
Effective Confining Pressure
33%
Engineering
Friction Angle
100%
Lime Treatment
75%
Liquid Limit
50%
Plastic Limit
50%
Frictional Resistance
25%
Stiff Clay
25%
Natural Water Content
25%
Effective Confining Pressure
25%