Reinforced concrete shafts for the structural mitigation of large deep-seated landslides: An experience from the Macesnik and the Slano blato landslides (Slovenia)

Landslides

Volumn 11, Issue 1, 2014, Pages 81-91

  Pulko, Boštjan ^a   Majes, Bojan ^a   Mikoš, Matjaž ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

Drainage works; Landslide mitigation; Monitoring; Reinforced concrete shafts; Slope stability; Structural design

Indexed keywords

CONCRETE CONSTRUCTION; LANDSLIDES; MONITORING; RISK ASSESSMENT; SLOPE STABILITY; STRUCTURAL DESIGN;

CENTRAL EUROPE; DEEP SEATED LANDSLIDE; DESIGN APPROACHES; FIELD CONDITIONS; MITIGATION MEASURES; RAINFALL-INDUCED; STABILITY ANALYSIS; TRAFFIC INFRASTRUCTURE;

REINFORCED CONCRETE;

HAZARD ASSESSMENT; HISTORICAL PERSPECTIVE; LANDSLIDE; REINFORCED CONCRETE; SHAFT; STABILITY ANALYSIS;

SLOVENIA;

EID: 84893800033     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-012-0372-2     Document Type: Article

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