Effect of hydraulic radius on long-term drainage capacity of geosynthetics drains

Geotextiles and Geomembranes

Volumn 22, Issue 1-2, 2004, Pages 3-16

  Chai, J C ^a   Miura, N ^b   Nomura, T ^c  

^a SAGA UNIVERSITY   (Japan)

^b Institute of Soft Ground Engineering   (Japan)

^c Kinjo Rubber Co LTD   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; DEFORMATION; DRAINAGE; FILTERS (FOR FLUIDS); GEOMEMBRANES; REINFORCEMENT;

HYDRAULIC RADIUS; PREFABRICATED VERTICAL DRAINS (PVS);

GEOTEXTILES;

DRAIN; DRAINAGE; GEOSYNTHETICS; HYDRAULICS; NUMERICAL MODEL;

DRAINAGE; GEOSYNTHETICS; HYDRAULICS;

EID: 0942280472     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(03)00048-7     Document Type: Article

References (10)

1. ASTM 4751, Standard Test Method for Determining Apparent Opening Size of a Geotextile. American Society for Testing and Materials, Pennsylvania, USA.
2. Bergado, D.T., Manivannan, R., Balasubramaniam, A.S., 1996. Proposed criteria for discharge capacity of prefabricated vertical drains. Geotextiles and Geomembranes 14, 481-505.
3. Broms, B.B., Chu, J., Choa, V., 1994. Measuring the discharge capacity of band drains by a new drain tester. Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore.
4. Chat, J.-C., Miura, N., 1999. Investigation of factors affecting vertical drain behavior. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 125 (3), 216-226.
5. Chai, J.-C., Miura, N., 2002. Long-term transmissivity of geotextile confined in clay. In: Delmas, Ph., Gourc. J.P. (Eds.). Proceedings of the Seventh International Conference on Geosynthetics. Nice, France., Vol. 1. Balkema Publishers, Rotterdam. pp. 155-158.
6. Chai. J.-C., Miura, N., Shen, S.L., 1998. Field performance of vertical drain installed in Ariake clay deposit. In: Research of Lowland Technology, No. 7. Institute of Lowland Technology, Saga University, pp. 64-76.
7. Choa, V., Bo, M.W., 2000. Quality assurance of prefabricated vertical drain in Changi reclamation. Proceedings of the International Seminar on Geotechnics in Kochi (ISGK 2000), pp. 77-88.
8. Miura, N., Chai, J.-C., 2000. Discharge capacity of prefabricated vertical drains confined in clay. Geosynthetics International 7 (2), 119-135.
9. Public Works Research Institute, Japan, 2000. Report of technical examination results of Tafuneru, a reinforcement/drainage geotextile for embankment construction application, p. 163.
10. Rixner, J.J., Kaemer, S.R., Smith, A.D., 1986. Prefabricated vertical drains, I (Engineering Guidelines), Federal Highway Administration, Washington, Report No. FHWA-RD-86/168.