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Volumn 25, Issue 4-5, 2007, Pages 204-220

Remedial treatment of soil structures using geosynthetic-reinforcing technology

Author keywords

[No Author keywords available]

Indexed keywords

COST EFFECTIVENESS; EMBANKMENTS; GEOSYNTHETIC MATERIALS; REINFORCEMENT; RETAINING WALLS; SEISMIC RESPONSE;

EID: 34547406363     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2007.02.002     Document Type: Article
Times cited : (96)

References (17)
  • 1
    • 34547448329 scopus 로고    scopus 로고
    • Chuo Kaihatsu Corporation, 1995. Report of damage investigation for the Great Hanshin Earthquake, No.2-damage ratio investigation and geology and ground conditions (in Japanese).
  • 2
    • 0142249782 scopus 로고    scopus 로고
    • GRS bridge abutments-an effective means to alleviate bridge approach settlement
    • Helwany S.M.B., Wu J.T.H., and Froessl B. GRS bridge abutments-an effective means to alleviate bridge approach settlement. Geotextiles and Geomembranes 21 3 (2003) 177-196
    • (2003) Geotextiles and Geomembranes , vol.21 , Issue.3 , pp. 177-196
    • Helwany, S.M.B.1    Wu, J.T.H.2    Froessl, B.3
  • 3
    • 7744245868 scopus 로고    scopus 로고
    • A case study of a geosynthetic reinforced wall with wrap-around facing
    • Kazimierowicz-Frankowska K. A case study of a geosynthetic reinforced wall with wrap-around facing. Geotextiles and Geomembranes 23 1 (2005) 107-115
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.1 , pp. 107-115
    • Kazimierowicz-Frankowska, K.1
  • 4
    • 2642513028 scopus 로고    scopus 로고
    • A synthesis of case histories on GRS bridge-supporting structures with flexible facing
    • Lee K.Z.Z., and Wu J.T.H. A synthesis of case histories on GRS bridge-supporting structures with flexible facing. Geotextiles and Geomembranes 22 4 (2004) 181-204
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.4 , pp. 181-204
    • Lee, K.Z.Z.1    Wu, J.T.H.2
  • 5
    • 34547491422 scopus 로고    scopus 로고
    • Maruyama, N., Murayama, M., Sasaki, F., 2006. Construction of a geogrid-reinforced counter-weight fill to increase the seismic stability of an existing earth dam. In: Proceedings of the 8th International Conference on Geosynthetics, Yokohama, vol. 2, pp. 643-646.
  • 6
    • 34547424527 scopus 로고    scopus 로고
    • Matsushima, K., Yamzaki, S., Mohri, Y., Arangelovski, G., 2005. Overflow model test of small dam with soil bag. In Proceedings of the 40th Annual Symposium on Geotechnical Engineering, Sapporo (in Japanese).
  • 7
    • 34547441551 scopus 로고    scopus 로고
    • Mohri, Y., Matshushima, K., Hori, T., Tani, S., 2005. Damage to small-size reservoirs and their reconstruction method. Special Issue on Lessons from the 2004 Niigata-ken Chu-Etsu Earthquake and Reconstruction, Foundation Engineering and Equipment (Kiso-ko), October, pp. 62-65 (in Japanese).
  • 8
    • 34547468393 scopus 로고    scopus 로고
    • Morishima, H., Saruya, K., Aizawa, F., 2005. Damage to soils structures of railway and their reconstruction, Special Issue on Lessons from the 2004 Niigata-ken Chu-Etsu Earthquake and Reconstruction, Foundation Engineering and Equipment (Kiso-ko), October, pp. 78-83 (in Japanese).
  • 9
    • 33645891436 scopus 로고    scopus 로고
    • Development of horizontal slice method for seismic stability analysis of reinforced slopes and walls
    • Nouri H., Fakher A., and Jones C.J.F.P. Development of horizontal slice method for seismic stability analysis of reinforced slopes and walls. Geotextiles and Geomembranes 24 2 (2006) 175-187
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.2 , pp. 175-187
    • Nouri, H.1    Fakher, A.2    Jones, C.J.F.P.3
  • 10
    • 14944357476 scopus 로고    scopus 로고
    • Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation
    • Skinner G.D., and Rowe R.K. Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation. Geotextiles and Geomembranes 23 3 (2005) 234-260
    • (2005) Geotextiles and Geomembranes , vol.23 , Issue.3 , pp. 234-260
    • Skinner, G.D.1    Rowe, R.K.2
  • 11
    • 34547421384 scopus 로고    scopus 로고
    • Tatsuoka, F., 1993. Roles of facing rigidity in soil reinforcing, Keynote Lecture. In: Proceedings of the International Symposium on Earth Reinforcement Practice, IS Kyushu '92, Balkema, vol. 2. pp. 831-870.
  • 12
    • 0023013328 scopus 로고
    • A reinforcing method for steep clay slopes with a non-woven fabric
    • Tatsuoka F., and Yamauchi H. A reinforcing method for steep clay slopes with a non-woven fabric. Geotextiles and Geomembranes 4 3/4 (1986) 241-268
    • (1986) Geotextiles and Geomembranes , vol.4 , Issue.3-4 , pp. 241-268
    • Tatsuoka, F.1    Yamauchi, H.2
  • 13
    • 0029721143 scopus 로고    scopus 로고
    • Tatsuoka, F., Tateyama, M., Koseki, J., 1996. Performance of soil retaining walls for railway embankments. Soils and Foundations. Special Issue for the 1995 Hyogoken-Nambu Earthquake, pp. 311-324.
  • 14
    • 34547439928 scopus 로고    scopus 로고
    • Tatsuoka, F., Koseki, J., Tateyama, M., 1997a. Performance of Earth Reinforcement Structures during the Great Hanshin Earthquake. Special Lecture. In: Proceedings of the International Symposium on Earth Reinforcement, IS Kyushu '96, Balkema, vol. 2, pp. 973-1008.
  • 15
    • 0030967742 scopus 로고    scopus 로고
    • Geosynthetic-reinforced soil retaining walls as important permanent structures, 1996-1997 Mercer Lecture
    • Tatsuoka F., Tateyama M., Uchimura T., and Koseki J. Geosynthetic-reinforced soil retaining walls as important permanent structures, 1996-1997 Mercer Lecture. Geosynthetics International 4 2 (1997) 81-136
    • (1997) Geosynthetics International , vol.4 , Issue.2 , pp. 81-136
    • Tatsuoka, F.1    Tateyama, M.2    Uchimura, T.3    Koseki, J.4
  • 17
    • 3142719760 scopus 로고    scopus 로고
    • Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configuration
    • Yoo C., and Jung H.-S. Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configuration. Geotextiles and Geomembranes 22 5 (2004) 359-376
    • (2004) Geotextiles and Geomembranes , vol.22 , Issue.5 , pp. 359-376
    • Yoo, C.1    Jung, H.-S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.