Deformational characteristics of weak sandstone and impact to tunnel deformation

Tunnelling and Underground Space Technology

Volumn 17, Issue 3, 2002, Pages 263-274

  Jeng, Fu Shu ^a   Weng, Meng Chai ^a   Huang, Tsan Hwei ^a   Lin, Ming Lang ^a  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

Pure shear stress path test; Shear dilation; Weak sandstone

Indexed keywords

HYDROSTATIC PRESSURE; NUMERICAL ANALYSIS; SANDSTONE; SHEAR DEFORMATION; STRESS ANALYSIS;

GEOMATERIALS;

TUNNELS;

DEFORMATION MECHANISM; GROUND CONDITIONS; GROUND SETTLEMENT; SANDSTONE; SHEAR STRESS; TUNNELING;

TAIWAN;

EID: 0036655368     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(02)00011-1     Document Type: Article

References (20)

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