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Volumn , Issue Special, 1996, Pages 311-324

Performance of soil retaining walls for railway embankments

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; EARTHQUAKE RESISTANCE; EMBANKMENTS; GEOLOGY; PERFORMANCE; RAILROADS; SOILS; STRUCTURAL DESIGN;

EID: 0029721143     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.36.special_311     Document Type: Article
Times cited : (87)

References (8)
  • 1
    • 85114540026 scopus 로고
    • Report of damage investigation for the Great Hanshin earthquake
    • Chuo Kaihatsu Corp Report of damage investigation for the Great Hanshin earthquake No. 2—damage ratio investigation and geology and ground conditions 1995 (in Japanese)
    • (1995)
    • Chuo Kaihatsu Corp1
  • 2
    • 7044245672 scopus 로고
    • Computerized design method for geosynthetic-reinforced soil retaining walls for railway embankments
    • K. Horii H. Kishida M. Tateyama F. Tatsuoka Computerized design method for geosynthetic-reinforced soil retaining walls for railway embankments Tatsuoka Leshchinsky Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls 1994 Balkema 205 218
    • (1994) , pp. 205-218
    • Horii, K.1    Kishida, H.2    Tateyama, M.3    Tatsuoka, F.4
  • 3
    • 85114534796 scopus 로고
    • Design Standard for Railway Retaining Wall Structures
    • Japan National Railway Design Standard for Railway Retaining Wall Structures 1986 (in Japanese)
    • (1986)
    • Japan National Railway1
  • 4
    • 0005440469 scopus 로고
    • Geosynthetic-reinforced soil retaining walls for reconstructing railway embankment at Amagasaki
    • Y. Kanazawa K. Ikeda O. Murata M. Tateyama F. Tatsuoka Geosynthetic-reinforced soil retaining walls for reconstructing railway embankment at Amagasaki Tatsuoka Leshchinsky Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls 1994 Balkema 233 242
    • (1994) , pp. 233-242
    • Kanazawa, Y.1    Ikeda, K.2    Murata, O.3    Tateyama, M.4    Tatsuoka, F.5
  • 5
    • 85114538820 scopus 로고
    • Design Standard for Railway Earth Structures
    • Railway Technical Research Institute Design Standard for Railway Earth Structures 1992 (in Japanese)
    • (1992)
    • Railway Technical Research Institute1
  • 6
    • 0008800646 scopus 로고
    • Permanent geosynthetic-reinforced soil retaining walls used for railway embankment in Japan
    • F. Tatsuoka O. Murata M. Tateyama Permanent geosynthetic-reinforced soil retaining walls used for railway embankment in Japan Wu Geosynthetic-Reinforced Soil Retaining Walls 1992 Balkema 101 130
    • (1992) , pp. 101-130
    • Tatsuoka, F.1    Murata, O.2    Tateyama, M.3
  • 7
    • 0013511915 scopus 로고
    • Roles of facing rigidity in soil reinforcing, Keynote Lecture
    • F. Tatsuoka Roles of facing rigidity in soil reinforcing, Keynote Lecture Proc. Int. Sym. on Earth Reinforcement Practice, IS Kyushu ’92 2 1993 Balkema 831 870
    • (1993) , pp. 831-870
    • Tatsuoka, F.1
  • 8
    • 84960949518 scopus 로고
    • Closure to the discussion by Mr. Pierre Segrestin
    • F. Tatsuoka M. Tateyama Y. Tamura Closure to the discussion by Mr. Pierre Segrestin Tatsuoka Leshchinsky Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls 1994 Balkema 323 344
    • (1994) , pp. 323-344
    • Tatsuoka, F.1    Tateyama, M.2    Tamura, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.