Song Li, Zhang Yongqiang, Yu Maohong. PLASTOELASTIC UNIFIED ANALYSIS OF PRESSURE TUNNEL[J]. Engineering Mechanics, 1998, 15(4): 57-61.
Citation: Song Li, Zhang Yongqiang, Yu Maohong. PLASTOELASTIC UNIFIED ANALYSIS OF PRESSURE TUNNEL[J]. Engineering Mechanics, 1998, 15(4): 57-61.

PLASTOELASTIC UNIFIED ANALYSIS OF PRESSURE TUNNEL

More Information
  • Received Date: October 31, 1997
  • Revised Date: December 31, 1899
  • Mohr-Coulomb strength theory has been used to analyse pressure tunnel in the field of rock engineering for many years. Because it could only solve the problemes with one kind of material, the application of the theory was greatly restricted. In this paper, alled strength theory was applied and the tunnels composed of different kinds of materials could be analysed.
  • Related Articles

    [1]GUAN Shao-yu, BAI Yong-tao, LIU Wei-hui, LI Yin-sheng, WANG Wei. UNIFIED STRENGTH THEORY FOR CONCRETE FILLED STEEL TUBE COLUMNS[J]. Engineering Mechanics, 2019, 36(S1): 170-174,183. DOI: 10.6052/j.issn.1000-4750.2018.05.S035
    [2]GUAN Shao-yu, BAI Yong-tao. Stability analysis of tunnel structures based on the twin-shear unified strength theory with strain-softening effect[J]. Engineering Mechanics, 2018, 35(S1): 205-211. DOI: 10.6052/j.issn.1000-4750.2017.05.S041
    [3]SHI Qing-xuan, RONG Chong, ZHANG Ting, REN Hao, ZHAO Dong. ANALYSIS ON BEARING CAPACITY OF PLANAR INTERSECTING CFST CONNECTION IN DIAGRID STRUCTURE BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2016, 33(8): 77-83. DOI: 10.6052/j.issn.1000-4750.2014.12.1026
    [4]LI Yan, ZHAO Jun-hai, LI Nan, WANG Juan, WU Sai. TRI-AXIAL TENSION STRENGTH OF THICK-WALLED CASING STRINGS BASED ON UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2015, 32(1): 234-240. DOI: 10.6052/j.issn.1000-4750.2013.07.0646
    [5]SUN Shan-shan, ZHAO Jun-hai, ZHANG Chang-guang, CUI Ying. LATERAL PRESSURE OF LARGE SQUAT SILOS BASED ON THE UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2013, 30(5): 244-249. DOI: 10.6052/j.issn.1000-4750.2012.08.0575
    [6]YANG Qing-shun, WEI Xue-ying. UNIFIED SOLUTIONS OF ULTIMATE PUNCHING SHEAR STRENGTH OF SQUARE STEEL FIBER CONCRETE SLABS[J]. Engineering Mechanics, 2008, 25(9): 176-179.
    [7]CHEN Chang-fu, XIAO Shu-jun. BEARING CAPACITY OF AGGREGATE PILE WITH DIFFERENT RATIO OF TENSION MODULUS TO COMPRESSION MODULUS BASED ON UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2007, 24(10): 105-111.
    [8]LI Hang-zhou, LIAO Hong-jian. ANALYSIS FOR INFLUENCE OF DISCONTINUITY ON STRENGTH OF ROCK MASS BASED ON UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2006, 23(11): 128-132.
    [9]WANG Li-cheng, HIWADA KIYOSHI. MULTI-AXIAL STRENGTH CRITERION FOR LIGHTWEIGHT AGGREGATE(LWA)CONCRETE BASED ON THE UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2006, 23(5): 125-131.
    [10]WEI Xue-ying, YANG Zheng, YU Shu, LIAO Hong-jian, SHAO Zhu-shan. SOLUTION OF AXISYMMETRICAL PUNCHING STRENGTH OF CONCRETE SLABS WITH THE UNIFIED STRENGTH THEORY[J]. Engineering Mechanics, 2002, 19(5): 92-96.

Catalog

    Article Metrics

    Article views (583) PDF downloads (272) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return