Large-scale drainage behaviour of composite geotextile and geogrid in residual soil

Geotextiles and Geomembranes

Volumn 19, Issue 3, 2001, Pages 163-176

  Tan, S A ^a   Chew, S H ^a   Ng, C C ^a   Loh, S L ^a   Karunaratne, G P ^a   Delmas, Ph ^b   Loke, K H ^b  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b Polyfelt GesmbH ^*  (Malaysia)

Author keywords

Composite geotextile; Drainage behaviour; Large scale; Pore pressure; Residual soil

Indexed keywords

DRAINAGE; GEOSYNTHETIC MATERIALS; PORE PRESSURE; REINFORCEMENT; SOILS; TENSILE TESTING;

GEOGRID;

GEOTEXTILES;

DRAINAGE; GEOTEXTILE; PORE PRESSURE; SOIL;

EID: 0035310844     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00005-X     Document Type: Article

References (11)

1. Large scale pullout tests of geotextiles in poorly draining soils
2. Soil reinforced by geotextiles: Study of deformations on two full size structures
3. Well documented case study of a reinforced wall
4. Reinforced embankment using geosynthetics horizontal drains
5. Residual granite soil of Singapore
6. A reinforcing method for steep clay slopes using a non-woven geotextile
7. Performance of clay test embankment reinforced with a non-woven geotextile
8. The characterization of residual soil in Singapore
9. Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions