Study of strength characteristics of high and steep slope landslide mass loess

Yantu Lixue/Rock and Soil Mechanics

Volumn 32, Issue 7, 2011, Pages 1939-1944

  Liao, Hong Jian ^a,b   Li, Tao ^b   Peng, Jian Bing ^a  

^a CHANG'AN UNIVERSITY   (China)

^b XI'AN JIAOTONG UNIVERSITY   (China)

Author keywords

Landslide; Loess plateau; Slope stability; Strength parameters; Triaxial test

Indexed keywords

CONSOLIDATED DRAINED; DEFORMATION PARAMETER; DIRECT SHEAR TEST; DUNCAN CHANG MODEL; FIELD TRIPS; GEOLOGIC HAZARDS; GRAIN SIZE ANALYSIS; HIGH AND STEEP SLOPE; HIGH STEEP SLOPE; IN-SITU MEASUREMENT; INFLUENCE OF WATER; LABORATORY TEST; LANDSLIDE MASS; LEADING EDGE; LOESS AREA; LOESS PLATEAU; LOESS SLOPES; PARAMETER CHOICE; SOIL SAMPLE; STABILITY ANALYSIS; STRAIN CURVES; STRENGTH CHARACTERISTICS; STRENGTH PARAMETERS; TRAILING EDGES; TRIAXIAL TEST; UNDISTURBED LOESS;

LANDSLIDES; SHEAR STRENGTH; SOIL LIQUEFACTION; SOIL SURVEYS; SOIL TESTING; STRESS-STRAIN CURVES; TESTING; WATER CONTENT;

SLOPE PROTECTION;

EID: 79961001771     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

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