Method helps prevent collapse of large diameter pipelines

被引:0
|
作者
Garrett, LD
机构
关键词
D O I
暂无
中图分类号
TE [石油、天然气工业];
学科分类号
0820 ;
摘要
引用
收藏
页码:53 / 56
页数:4
相关论文
共 50 条
  • [1] SALTED DRILLING MUD HELPS PREVENT CASING COLLAPSE IN PERMAFROST
    KUTASOV, IM
    OIL & GAS JOURNAL, 1995, 93 (31) : 87 - 88
  • [2] Measurement of flow rates of water in large diameter pipelines using radiotracer dilution method
    Biswal, Jayashree
    Pant, H. J.
    Goswami, Sunil
    Samantray, J. S.
    Sharma, V. K.
    Sarma, K. S. S.
    FLOW MEASUREMENT AND INSTRUMENTATION, 2018, 59 : 194 - 200
  • [3] INTERNAL JOINT SEALING OF LARGE-DIAMETER PIPELINES
    BROWN, WW
    JOURNAL AMERICAN WATER WORKS ASSOCIATION, 1987, 79 (07): : 53 - 53
  • [4] FULL SCALE TESTING OF LARGE DIAMETER PIPELINES.
    Pick, Roy J.
    Glover, Allan G.
    Coote, R.I.
    Energy Processing/Canada, 1981, 73 (03) : 40 - 44
  • [5] Successful installation of large diameter pipelines in sugar sand
    Webb, Brian
    Pipeline and Gas Journal, 2004, 231 (05): : 32 - 34
  • [6] LARGE-DIAMETER SUBMARINE PIPELINES FOR TANKER TERMINALS
    SMALL, SW
    MECHANICAL ENGINEERING, 1971, 93 (12) : 46 - &
  • [7] Prediction of Collapse Pressure of Submarine Pipelines in A Wide Range of Diameter–Thickness Ratio
    XU Wan-hai
    PANG Tao
    YAN Shu-ming
    ZHAI Li-bin
    KANG You-wei
    ZHANG Shu-hai
    China Ocean Engineering, 2022, 36 (04) : 565 - 574
  • [8] METHOD HELPS ANALYZE PIPELINES WITH THICK CONCRETE COATING.
    Mousselli, A.H.
    Oil and Gas Journal, 1978, 76 (15): : 56 - 58
  • [9] ESCARPMENT CROSSING DESIGN AND ANALYSES OF LARGE DIAMETER OFFSHORE PIPELINES
    Qi, Xinhai
    Kvist, Orjan
    Chen, Jian
    Duan, Gang
    Ren, Lan
    Wang, Howard
    Lan, Jundong
    PROCEEDINGS OF ASME 2024 43RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, OMAE2024, VOL 3, 2024,
  • [10] Liquid holdup in large-diameter horizontal multiphase pipelines
    Maley, LC
    Jepson, WP
    JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 1998, 120 (03): : 185 - 191