A case study of a geosynthetic reinforced wall with wrap-around facing

Geotextiles and Geomembranes

Volumn 23, Issue 1, 2005, Pages 107-115

  Kazimierowicz Frankowska, Krystyna ^a  

^a INSTITUTE OF HYDRO ENGINEERING   (Poland)

Author keywords

Creep; Geosynthetics degradation; Retaining walls

Indexed keywords

ENVIRONMENTAL IMPACT; GEOSYNTHETIC MATERIALS; MECHANICAL PROPERTIES; REDUCTION; REINFORCED CONCRETE; REINFORCEMENT;

GEOSYNTHETIC REINFORCED WALL; VERTICAL DISPLACEMENT; WEATHER CONDITIONS;

WALLS (STRUCTURAL PARTITIONS);

CREEP; DISPLACEMENT; GEOSYNTHETICS; REINFORCEMENT; WALL;

REDUCTION; REINFORCED CONCRETE; WALLS; WEATHER;

CIVIL ENGINEERING; GEOSYNTHETICS; PERFORMANCE ASSESSMENT;

EID: 7744245868     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2004.05.001     Document Type: Article

References (3)

1. Kazimierowicz-Frankowska K. 1999. Rheological properties of geosynthetics, their models and interaction with soil (in Polish). Ph.D. Thesis, Institute of Hydro-Engineering, Gdansk
2. Kazimierowicz-Frankowska K. Deformations of model RS retaining walls due to creep and reinforcement pullout Geosynthetics International. 10 5 2003 153-164
3. Kulczykowski M. 1994. Design and construction of embankment reinforced with geotextiles. Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore, 5-9 September 1994, Southest Asia Chapter of the IGS, pp. 517-520