SCOPUS 정보 검색 플랫폼

Volumn 127, Issue 9, 2001, Pages 750-756

Seismic analysis of segmental retaining walls. II: Effects of facing details

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; EARTHQUAKES; RETAINING WALLS; SEISMOLOGY;

EARTHQUAKE LOADING;

GEOTECHNICAL ENGINEERING;

EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; GEOSYNTHETICS; REINFORCED EARTH; RETAINING WALL; SEISMIC RESPONSE;

EID: 0035450554 PISSN: 10900241 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)1090-0241(2001)127:9(750) Document Type: Article

Times cited : (15)

References (7)

2
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- Laboratory testing of modular unit-geogrid facing connections
- S. C. J. Cheng, ed., ASTM. West Conshohocken, Pa
- (1993) Geosynthetic Soil Reinforcement Testing Procedures. Spec. Tech. Publ. 1190 , pp. 32-48
- Bathurst, R.J.¹ Simac, M.R.²

3
- 0035450220
- Seismic analysis of segmental retaining walls. I: Model verification
- (2001) J. Geotech. and Geoenvir. Engrg , vol.127 , Issue.9 , pp. 741-749
- Helwany, S.M.B.¹ Budhu, M.² McCallen, D.³

4
- 0031751216
- Laboratory seismic tests on geotextile wrap-faced and geotextile-reinforced segmental retaining walls
- (1998) Geosynthetics Int , vol.5 , Issue.1-2 , pp. 55-71
- Ramakrishnan, S.¹ Budhu, M.² Britto, A.³

5
- 0003272635
- Soil moduli and damping factors for dynamic response analysis
- Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif
- (1970) Rep. No. EERC 75-29
- Seed, H.B.¹ Idriss, I.M.²

6
- 0003578222
- Master's thesis, Dept. of Civ. Engrg., University of Colorado, Denver
- (1986) Investigating Soil-geotextile Interaction Mechanism
- Su, C.-K.¹

7
- 0003965806
- Computational procedure for determining parameters in Ramberg-Osgood elastoplastic model based on modulus and damping versus strain
- Lawrence Livermore National Laboratory, Livermore, Calif.
- (1992) Rep. No. UCRL-ID-111487
- Ueng, T.S.¹ Chen, J.C.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.