Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 53 Issue 5
May  2023
Turn off MathJax
Article Contents
YE Junneng, HU Wei, ZHOU Ye, YE Ronghua, LU Xing. Theorical Calculations and Verification of Spherical Cavity Grouting Based on Generalized SMP Strength Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 150-157. doi: 10.13204/j.gyjzG22042007
Citation: YE Junneng, HU Wei, ZHOU Ye, YE Ronghua, LU Xing. Theorical Calculations and Verification of Spherical Cavity Grouting Based on Generalized SMP Strength Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 150-157. doi: 10.13204/j.gyjzG22042007

Theorical Calculations and Verification of Spherical Cavity Grouting Based on Generalized SMP Strength Criterion

doi: 10.13204/j.gyjzG22042007
  • Received Date: 2022-04-20
  • Based on the generalized SMP strength criterion theory, combined with the non-associated flow law, the boundary conditions between the elastic-plastic interface of soil and the conservation law of soil volumes, the analytical expressions of stress fields, strain fields and pore expansion pressure in the elastic-plastic zone of spherical cavity expansion in undrained conditions were derived and applied to stratum grouting. The grouting pressure expression of analytical solutions in splitting failure of soil during grouting was obtained. The solution was compared with the theoretical solution of spherical cavity expansions in the existing literatures,simultaneously, parameter analysis was performed. Finally, comparisons between the measured values of grouting pressure by a tunnel grouting model test and theoretical values were conducted. The results indicated that cohesive force, shear expansion angles and expansion radii had great influences on splitting grouting pressure values. The actual grouting pressures were consistent with theoretical calculation values of splitting grouting.
  • loading
  • [1]
    VESIC A S. Expansion of cavities in infinite soil mass [J]. Journal of the Soil Mechanics and Foundations Division,ASCE,1972,98(3):265-290.
    [2]
    PALMER C. Undrained plane-strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test[J]. Géotechnique, 1972,22(3): 451-457.
    [3]
    CHANG M F, TEH C I, CAO L F. Undrained cavity expansion in modified Cam clay II: application to the interpretation of the piezocone test[J]. Géotechnique,2001,51(4):335-350.
    [4]
    COLLINS I F, PENDER M J, YAN W. Cavity expansion in sands under drained loading conditions[J]. Int. J. Num. Anal. Meth. Geomech., 1992,16(1): 3-23.
    [5]
    周航,孔纲强,崔允亮.基于透明土的XCC桩沉桩挤土效应模型试验及其理论研究[J].土木工程学报, 2017,50(7):99-109.
    [6]
    宋勇军,胡伟,王德胜,等.基于修正剑桥模型的挤密桩挤土效应分析[J].岩土力学,2011,32(3):811-814.
    [7]
    YU H S. Cavity expansion methods in geomechanics [M]. Dordrecht: Springer, 2000.
    [8]
    邹健,张忠苗.考虑压滤效应饱和黏土压密注浆球孔扩张理论[J].哈尔滨工业大学学报,2011,43(12):119-123.
    [9]
    李林,李镜培,龚卫兵,等.K0固结天然饱和黏土中柱孔扩张弹塑性解[J].哈尔滨工业大学学报,2017,49(6):90-95.
    [10]
    李镜培,唐剑华,张亚国,等.饱和黏土中球孔扩张问题弹塑性解析[J].哈尔滨工业大学学报,2014,46(12):71-77.
    [11]
    翟张辉,张亚国,李同录,等.考虑非饱和土吸力效应的圆柱孔扩张有效应力解析[J].工程科学与技术,2020,52(3): 100- 106.
    [12]
    周凤玺,牟占霖,杨汝贤,等.不同排水条件下非饱和土中柱孔扩张问题的解析分析[J].力学学报, 2021,53(5): 1496 -1509.
    [13]
    杜永龙,张崇厚,胡雨村.基于结构扰动下模袋桩柱孔扩张模型研究[J].应用力学学报,2021,38(3):1185-1195.
    [14]
    CHANG M F, TEH C I, CAO L F. Critical state strength parameters of saturated clays from the modified Cam clay model[J]. NRC Research Press Ottawa, Canada,1999,36(5):876-890.
    [15]
    MATSUOKA H, NAKAI T. Stress-deformation and strength characteristics of soil under three different principal stresses[J]. Japan Society of Civil Engineers, 1974,1974(232):59-70.
    [16]
    MATSUOKA H, SUN D A. Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands[J]. Soils and Foundations, 1995,35(4):63-72.
    [17]
    胡长明,王志宇,梅源,等.基于广义SMP准则的球孔扩张理论解及其应用[J].应用力学学报, 2020,37(5): 1948-1956

    ,2316.
    [18]
    CARTER J P, BOOKER J R, YEUNG S K. Cavity expansion in cohesive frictional soils[J]. Géotechnique,1986,36(3):349-358.
    [19]
    邹金锋,罗恒,李亮,等.考虑中主应力时土体劈裂灌浆力学机制的大变形分析[J].岩土力学, 2008(9):2515-2520.
    [20]
    刘用海. 宁波软土工程特性及其本构模型应用研究[D]. 杭州: 浙江大学, 2008.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (38) PDF downloads(3) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return