Laboratory evaluation of the behavior of a geotextile reinforced clay

Geotextiles and Geomembranes

Volumn 28, Issue 4, 2010, Pages 386-392

  Noorzad, R ^a   Mirmoradi, S H ^a  

^a BABOL NOSHIRVANI UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Geotextile; Plasticity index; Reinforced cohesive soil; Unconfined compression test; Unconsolidated undrained (UU) triaxial test

Indexed keywords

COHESIVE SOILS; PLASTICITY INDICES; TRIAXIAL TEST; UNCONFINED COMPRESSION TESTS; UNDRAINED;

CEMENTS; COMPRESSION TESTING; GEOTEXTILES; MOISTURE; MOISTURE DETERMINATION; PLASTICITY; SOILS; TESTING;

COMPACTION;

CLAY SOIL; COHESIVE SOIL; COMPRESSION; GEOTEXTILE; LABORATORY METHOD; MOISTURE CONTENT; PLASTICITY; SOIL MOISTURE; TRIAXIAL TEST; UNCONSOLIDATED MEDIUM;

CLAY LINER; COMPRESSIVE PROPERTY; FAILURE ANALYSIS; GEOTEXTILE; MOISTURE; PRESSURE; REINFORCED FABRIC; STRAIN;

EID: 77952322551     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2009.12.002     Document Type: Article

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