Mesomechanical simulation of seepage flow in sandy soil

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 29, Issue 7, 2007, Pages 977-981

  Zhou, Jian ^a,b   Yao, Zhi Xiong ^a   Zhang, Gang ^a  

^a TONGJI UNIVERSITY   (China)

^b Tongji University   (China)

Author keywords

Mesomechanical simulation; Particle flow theory; Sandy soil; Seepage failure

Indexed keywords

GEOTECHNICAL ENGINEERING; MECHANICAL PROPERTIES; POROSITY; POROUS MATERIALS; PRESSURE GRADIENT; SOILS; TWO PHASE FLOW;

CONTINUITY EQUATION; DAYCY LAW; FISH LANGUAGE; FLOWING SOIL; FLUID VELOCITY; HYDRAULIC GRADIENT; MESOMECHANICAL SIMULATION; N S EQUATION; PARTICLE FLOW THEORY; PERMEABILITY; PIPING; POROUS MEDIA; SANDY SOIL; SEEPAGE FAILURE;

SEEPAGE;

EID: 34547998657     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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