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创新与基本实现园艺产业现代化 被引量:1

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作者 黄卫东
出处 《科技导报》 CAS CSCD 2000年第10期20-23,共4页 Science & Technology Review
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  • 1邱贤德,庄乾城.岩盐流变特性的研究[J].重庆大学学报(自然科学版),1995,18(4):96-103. 被引量:22
  • 2Yang Chunhe, Daemen J J K, Yin Jianhua. Experimental investigation of creep behavior of salt rock[J]. International Journal of Rock Mechanics and Mining Science, 1999, 36(2): 233-242.
  • 3Hunsche U. Uniaxial creep and failure test on rock[A]. In: Cristecu A ed. Experiment Technique and Interpretation, Visco Plastic Behavior of Geomaterial[C].Verlag: Springier, 1994, 231-235.
  • 4Munson D E. Constitutive modeling of salt behavior-state of the technology[A]. In: Proceeding of the 37th U S Rock Mechanics Symposium[C]. New York: John Willey Sons, 1991, 1779-1 810.
  • 5Passaris E K S. The theological behavior of rock salt as determined in an in-situ pressured test cavity[A]. In: Proc of 5^th Congress of International Society for Rock Mechanics[C]. Gemany: Trots Tech Publications, 1979, 1: 257-264.
  • 6Musso J, Vouille G. A comparative study of creep, relaxation, cycle loading tests to determine the theological model of Marl-Ang salt[A].In: Prec of 13^nd Congress of International Society for Rock Mechanics[C]. Gemany: Trans Tech Publications, 1974, HA: 348-353.
  • 7Bergeron W J. The finite analysis of salt pillar model[PhD thesis][D].Baton Rouge: Luisiana State University, 1968.
  • 8Winkel B V. Analysis of the tome dependent deformation in openings in salt media[J]. Int J Rock Mech Min Sci & Geomech Abstr,1972, 9(2): 249-260.
  • 9杨春和,殷建华.盐岩应力松弛效应的研究[J].岩石力学与工程学报,1999,18(3):262-265. 被引量:43
  • 10杨春和,白世伟,吴益民.应力水平及加载路径对盐岩时效的影响[J].岩石力学与工程学报,2000,19(3):270-275. 被引量:82

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