Excess pore pressure and grain crushing of sands by means of undrained and naturally drained ring-shear tests

Engineering Geology

Volumn 75, Issue 3-4, 2004, Pages 325-343

  Okada, Yasuhiko ^a   Sassa, Kyoji ^b,c   Fukuoka, Hiroshi ^b  

^a Ind Administrative Institution   (Japan)

^b KYOTO UNIVERSITY   (Japan)

^c FORESTRY AND FOREST PRODUCTS RESEARCH INSTITUTE   (Japan)

Author keywords

Apparent friction angle; Excess pore pressure generation; Grain crushing; Naturally drained conditions; Potential for rapid flow; Ring shear test apparatus

Indexed keywords

LANDSLIDES; LIQUEFACTION; SAND; SILICA; STRESSES; WATER;

GRAIN CRUSHING; PORE-PRESSURE GENERATION; SHEAR ZONES;

GEOLOGY;

COMPACTION; DRAINAGE; LANDSLIDE; PERMEABILITY; PORE PRESSURE; SAND; SLOPE ANGLE;

EID: 11344253902     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2004.07.001     Document Type: Article

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