SCOPUS 정보 검색 플랫폼

Volumn 7, Issue 2, 2000, Pages 119-135

Discharge capacity of prefabricated vertical drains confined in clay

Author keywords

Creep; Deformation; Discharge capacity; Filter; Geotextile; Prefabricated vertical drain

Indexed keywords

CLAY; CREEP; DISCHARGE (FLUID MECHANICS); PREFABRICATED CONSTRUCTION; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

CLAY CONFINEMENT; DISCHARGE CAPACITY; PREFABRICATED VERTICAL DRAINS;

DRAINAGE;

CLAY; DISCHARGE; DRAINAGE; GEOSYNTHETICS;

EID: 0033843866 PISSN: 10726349 EISSN: None Source Type: Journal
DOI: 10.1680/gein.7.0169 Document Type: Article

Times cited : (45)

References (7)

1
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- American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA
- Standard Test Method for Determining Apparent Opening Size of a Geotextile

2
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- Investigation of factors affecting vertical drain behavior
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- Chai, J.C.¹ Miura, N.²

3
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- Behavior of vertical drain improved subsoil under embankment loading
- (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 49-61
- Chai, J.C.¹ Miura, N.² Sakajo, S.³ Bergado, D.T.⁴

4
- 0002707549
- Granular filters and geotextile filters
- Lafleur, J. and Rollin, A., Editors, Ecole Polytechnique, Proceedings of the conference Geofilters '96 held in Montreal, Quebec, Canada, May 1996
- (1996) Geofilters '96: Comptes Rendus , pp. 565-680
- Giroud, J.P.¹

7
- 0027855171
- Fundamental study on the discharge capacity of plastic board drain
- JSCE; (in Japanese)
- (1993) Journal of Geotechnical Engineering , vol.35 , Issue.3 , pp. 31-40
- Miura, N.¹ Park, Y.M.² Madhav, M.R.³

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.