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Volumn 24, Issue 5, 2005, Pages 768-773

Identification of rheological constitutive relation of engineering material based on overlayer model

Author keywords

Displacement back analysis; Optimization method; Overlayer model; Rock and soil mechanics

Indexed keywords

FINITE ELEMENT METHOD; INITIAL VALUE PROBLEMS; INVERSE PROBLEMS; MATHEMATICAL MODELS; OPTIMIZATION; RHEOLOGY; SOIL MECHANICS;

EID: 16644377203     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (8)

References (10)
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    • Determination of creep compliance for circular underground tunnels and identification of visco-elastic constitutive model
    • Chinese source
    • Xue Lin. Determination of creep compliance for circular underground tunnels and identification of visco-elastic constitutive model[J]. Chinese Journal of Rock Mechanics and Engineering, 1993, 12(4): 338-344. (in Chinese)
    • (1993) Chinese Journal of Rock Mechanics and Engineering , vol.12 , Issue.4 , pp. 338-344
    • Xue, L.1
  • 3
    • 16644372205 scopus 로고    scopus 로고
    • A universal rheological mechanics model and determination of behavior identification and parameter
    • Shanghai, Chinese source
    • Xia Caichu, Sun Jun. A universal rheological mechanics model and determination of behavior identification and parameter[A]. In: Rock and Soil Engineering of Tongji in 21st Century[C]. Shanghai: [s.n.], 1997. 90-97. (in Chinese)
    • (1997) Rock and Soil Engineering of Tongji in 21st Century , pp. 90-97
    • Xia, C.1    Sun, J.2
  • 4
    • 16644366526 scopus 로고
    • Recognizing visco-elastic constitutive equation of surround rock through backanalysis
    • Chinese source
    • Yuan Yong, Zhu Hehua. Recognizing visco-elastic constitutive equation of surround rock through backanalysis[J]. Journal of Tongji University, 1993, 21(4): 439-445. (in Chinese)
    • (1993) Journal of Tongji University , vol.21 , Issue.4 , pp. 439-445
    • Yuan, Y.1    Zhu, H.2
  • 5
    • 0032586191 scopus 로고
    • An identification method of visco-elastic constitutive model of rock mass
    • Chinese source
    • Liu Baoguo, Sun Jun. An identification method of visco-elastic constitutive model of rock mass[J]. Engineering Mechanics, 1992, 16(1): 18-25. (in Chinese)
    • (1992) Engineering Mechanics , vol.16 , Issue.1 , pp. 18-25
    • Liu, B.1    Sun, J.2
  • 6
    • 0023453165 scopus 로고
    • Back analysis procedures for the interpretation of field measurements in geomechanics
    • Gioda G, Sakurai S. Back analysis procedures for the interpretation of field measurements in geomechanics[J]. Int. J. for Num. Anal. Mech. in Geomech., 1987, 11: 555-583.
    • (1987) Int. J. for Num. Anal. Mech. in Geomech. , vol.11 , pp. 555-583
    • Gioda, G.1    Sakurai, S.2
  • 7
    • 16644401017 scopus 로고    scopus 로고
    • Identification for rheological model of rock
    • Shanghai: Tongji University, Chinese source
    • Zuo Hongwei. Identification for rheological model of rock[Ph. D. Thesis][D]. Shanghai: Tongji University, 2000. (in Chinese)
    • (2000)
    • Zuo, H.1
  • 8
    • 16644398171 scopus 로고    scopus 로고
    • Analysis of shield tunnel construction based on overlay model on the surrounding environment
    • Shanghai: Tongji University, Chinese source
    • Fan Houbin. Analysis of shield tunnel construction based on overlay model on the surrounding environment[Ph. D. Thesis][D]. Shanghai: Tongji University, 2003. (in Chinese)
    • (2003)
    • Fan, H.1
  • 10
    • 16644377155 scopus 로고
    • Beijing: Science Press, Chinese source
    • Li Bingwei. Optimal Design of Structure[M]. Beijing: Science Press, 1979. (in Chinese)
    • (1979) Optimal Design of Structure
    • Li, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.