• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
LIN Nan, YE Guan-lin, WANG Jian-hua. Development and application of pneumatic hollow cylinder apparatus with four-direction dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1642-1651. DOI: 10.11779/CJGE201809010
Citation: LIN Nan, YE Guan-lin, WANG Jian-hua. Development and application of pneumatic hollow cylinder apparatus with four-direction dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1642-1651. DOI: 10.11779/CJGE201809010

Development and application of pneumatic hollow cylinder apparatus with four-direction dynamic loads

More Information
  • Received Date: June 04, 2017
  • Published Date: September 24, 2018
  • Only the torque can be dynamically controlled in the traditional hollow cylinder apparatus, and the dynamic shear tests can be carried out. The existing hollow cylinder apparatus is modified to have the four-direction vibration capability, including axial force, torque, internal and external pressures, to study the influences of wave loads. The composition and technical parameters of SJTU-HCA are mainly introduced. The basic formulas for the fixed principal stress axis tests and the principal stress axis cyclic rotation tests are deduced, and the instrument control programs including the automatic control algorithm are prepared. The static loading ability of the apparatus is verified by the fixed principal stress axis tests of any principal stress angle for sand. Further, the dynamic loading capacity of the apparatus is verified by the principal stress axis cyclic rotation tests for sand under the three control parameters including the defection stress q, the average principal stress p and the principal stress parameter b. The results prove that the SJTU-HCA can work with various complex stress paths. The pneumatic improvement experience may provide a reference for the future development of geotechnical apparatus.
  • [1]
    HIGHT D W, GENS A, SYMES. M J The development of a new hollow cylinder investigating the effects of principal rotation in soils[J]. Géotechnique, 1983, 33(4): 355-383.
    [2]
    ISHIHARA K, TOWHATA I.Sand response to cyclic rotation of principal stress directions as induced by wave loads[J]. Soils & Foundations, 1983, 23(4): 11-26.
    [3]
    MACKY T A, SAADA A S.Dynamics of anisotropic clays under large strains[J]. Journal of Geotechnical Engineering, 1984, 110(4): 487-504.
    [4]
    姚仰平, 谢定义. 振动拉压扭剪三轴仪及其试验研究[J]. 西安建筑科技大学学报(自然科学版), 1996, 28(2): 129-133.
    (YAO Yang-ping, XIE Ding-yi.Extension-compression and torsion vibrating triaxial apparatus and experimental investigation[J]. Journal of Xi'an University of Architecture & Technology, 1996, 28(2): 129-133. (in Chinese))
    [5]
    沈瑞福, 王洪瑾, 周景星. 动主应力轴连续旋转下砂土的动强度[J]. 水利学报, 1996(1): 27-33.
    (SHEN Rui-fu, WANG Hong-jin, ZHOU Jing-xing.Dynamic strength of sand under cyclic rotation of principal stress directions[J]. Journal of Hydraulic Engineering, 1996(1): 27-33. (in Chinese))
    [6]
    郭莹. 复杂应力条件下饱和松砂的不排水动力特性试验研究[D]. 大连: 大连理工大学, 2003.
    (GUO Ying.Experimental studies on undrained cyclic behavior of loose sands under complex stress conditions considering static and cyclic coupling effect[D]. Dalian: Dalian University of Technology, 2003. (in Chinese))
    [7]
    沈扬, 周建, 张金良, 等. 新型空心圆柱仪的研制与应用[J]. 浙江大学学报(工学版), 2007, 41(9): 1450-1456.
    (SHEN Yang, ZHOU Jian, ZHANG Jin-liang, et al.Development and application of novel hollow cylinder apparatus[J]. Journal of Zhejiang University (Engineering Science), 2007, 41(9): 1450-1456. (in Chinese))
    [8]
    童朝霞. 应力主轴循环旋转条件下砂土的变形规律与本构模型研究[D]. 北京: 清华大学, 2008.
    (TONG Zhao-xia.Research on deformation behavior and constitutive model of sands under cyclic rotation of principal stress axes[D]. Beijing: Tsinghua University, 2008. (in Chinese))
    [9]
    周正龙, 陈国兴, 吴琪. 四向振动空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J]. 岩土力学, 2016, 37(增刊1): 126-132.
    (ZHOU Zheng-long, CHEN Guo-xing, WU Qi.Analysis of capabilities of stress paths of HCA to simulate principal stress rotation under four-direction dynamic loads[J]. Rock and Soil Mechanics, 2016, 37(S1): 126-132. (in Chinese))
    [10]
    YE G L, SHENG J R, YE B, et al.Automated true triaxial apparatus and its application to over-consolidated clay[J]. Geotechnical Testing Journal, 2012, 35(4): 517-528.
    [11]
    陈超斌, 武朝军, 叶冠林, 等. 小应变三轴试验方法及其在上海软土的初步应用[J]. 岩土工程学报, 2015, 37(增刊2): 37-40.
    (CHEN Chao-bin, WU Chao-jun, YE Guan-lin, et al.Small-strain triaxial test method and its preliminary application in shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S2): 37-40. (in Chinese))
    [12]
    潘华, 陈国兴. 动态围压下空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J]. 岩土力学, 2011, 32(6): 1701-1706.
    (PAN Hua, CHEN Guo-xing.Analysis of capabilities of HCA to simulate stress paths for principal stress rotation under dynamic confining pressure[J]. Rock and Soil Mechanics, 2011, 32(6): 1701-1712. (in Chinese))
    [13]
    王鑫, 沈扬, 陶明安. 空心圆柱仪模拟波浪荷载下主应力轴旋转应力路径能力探讨[J]. 水利水电技术, 2015, 46(10): 124-129.
    (WANG Xin, SHEN Yang, TAO Ming-an.Study on ability of hollow cylinder apparatus (HCA) to simulate stress path of principal stress axes rotation under wave load[J]. Water Resources and Hydropower Engineering, 2015, 46(10): 124-129. (in Chinese))
    [14]
    CAI Y.An experimental study of non- coaxial soil behaviour using hollow cylinder testing[D]. Nottingham: The University of Nottingham, 2010.
    [15]
    管林波, 周建, 张勋, 等. 中主应力系数和主应力方向对原状黏土各向异性的影响研究[J]. 岩石力学与工程学报, 2010, 29(增刊2): 3871-3877.
    (GUAN Lin-bo, ZHOU Jian, ZHANG Xun, et al.Study of influence of parameters of intermediate principal stress and principal stress direction on anisotropy of intact clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 3871-3877. (in Chinese))
    [16]
    于艺林, 张建民, 童朝霞, 等. 定轴排水剪切试验中各向异性砂土的力学响应[J]. 岩土力学, 2011, 32(6): 1637-1642.
    (YU Yi-lin, ZHANG Jian-min, TONG Zhao-xia, et al.Behavior of anisotropic mica sand under fixed principal stress axes drained shear test[J]. Rock and Soil Mechanics, 2011, 32(6): 1637-1642. (in Chinese))
    [17]
    蔡燕燕, 俞缙, 余海岁, 等. 考虑主应力轴旋转的砂土变形特性试验研究[J]. 岩石力学与工程学报, 2013, 32(2): 417-424.
    (CAI Yan-yan, YU Jin, YU Hai-sui, et al.Experimental study of deformation behavior of sand under rotation of principal stress axes[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(2): 417-424. (in Chinese))
    [18]
    柳艳华, 谢永利. 主应力轴旋转下中主应力系数对软黏土性状的影响[J]. 交通运输工程学报, 2015, 15(3): 27-33.
    (LIU Yan-hua, XIE Yong-li.Influence of intermediate principal stress coefficient on character of soft clay under rotation of principal stress axes[J]. Journal of Traffic and Transportation Engineering, 2015, 15(3): 27-33. (in Chinese))
    [19]
    钱建固, 杜子博. 纯应力主轴循环旋转下饱和软黏土的循环弱化及非共轴性[J]. 岩土工程学报, 2016, 38(8): 1-11.
    (QIAN Jian-gu, DU Zi-bo.Cyclic degradation and non-coaxiality of saturated soft clay subjected to pure rotation of principal stress axis[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1-11. (in Chinese))
  • Related Articles

    [1]QIU Junling, JIA Ding, LAI Jinxing, TANG Kunjie, QIANG Lei. Dual-channel seepage model for tunnels with fissured soil under rainfall infiltration[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 548-558. DOI: 10.11779/CJGE20231215
    [2]JIANG Shuihua, YUAN Zhirong, LIU Xian, HUANG Jinsong, ZHOU Chuangbing. Rainfall infiltration model considering spatial variability of multiple layers in transition layer and its application in slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 255-264. DOI: 10.11779/CJGE20230996
    [3]JIANG Shuihua, LIU Xian, HUANG Jinsong, ZHOU Chuangbing. An improved Green-Ampt model for rainfall infiltration analysis of multi-layered heterogeneous soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1177-1186. DOI: 10.11779/CJGE20230205
    [4]ZHANG Zhao, ZHU Liangyu, LI Guangyao, YUAN Haoyu, GAO Shuaidong, HAN Huaqiang, LIU Fengyin, QI Jilin. Analytical model for preferential infiltration into cracks in soils[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1831-1840. DOI: 10.11779/CJGE20220856
    [5]HUANG Liang-yu, HE Ting-quan, ZHOU Cheng, ZENG Hong-yan, CHEN Qun, ZHONG Qi-ming. Improvement and application of Green-Ampt infiltration model for vegetated cement soil in vegetation restoration of slopes[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 183-188. DOI: 10.11779/CJGE2022S1033
    [6]WANG Jia-chen, ZHU Hong-hu, WANG Jing, CAO Ding-feng, SU Li-jun, Reddy Narala Gangadhara. Laboratory model tests on capillary barrier infiltration using actively heated fiber optic method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 147-155. DOI: 10.11779/CJGE202101017
    [7]ZENG Chang-lu, LI Rong-jian, GUAN Xiao-di, ZHANG Shi-bin, BAI Wei-shi. Experimental study on rainfall infiltration characteristics of loess slopes under different rainfall intensities[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 111-115. DOI: 10.11779/CJGE2020S1022
    [8]YU Ning-yu, FAN Wen, WEI Ting-ting. Unsaturated sharp wetting front model based on Mein-Larson saturated infiltration model[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1668-1675. DOI: 10.11779/CJGE201809013
    [9]ZHANG Jie, HAN Tong-chun, DOU Hong-qiang, MA Shi-guo. Analysis model for rainwater infiltration considering gas resistance under stratified assumption[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2219-2225.
    [10]HOU Tian-shun, XU Guang-li. Optimum water content models and tests of lightweight soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1129-1134.
  • Cited by

    Periodical cited type(37)

    1. 侯振坤,陈炫霖,唐孟雄,凌造,都喜东,徐峰,贺绍阳,梁仕华. 预应力混凝土管桩桩端侧后注浆理论及承载特性研究进展综述. 河南理工大学学报(自然科学版). 2025(01): 154-165 .
    2. 钟宏伟,秦鹏飞,卢再光,张颖. 富水砂土隧道注浆加固效果评价研究:以郑州地铁7号线砂土隧道为例. 西北地质. 2025(01): 315-322 .
    3. 马宇佳,孙超,赵一恺,陈宇轩,何佳乐. 中砂介质注浆加固效果研究. 浙江建筑. 2025(01): 80-83 .
    4. 李海燕,夏茂哲,张锟,张波,孙怀凤,赵国东,韩俊飞,刘功杰,贺恩磊. 岩溶凹陷式露天矿山大流量涌水治理技术. 煤炭科学技术. 2024(01): 267-279 .
    5. 秦鹏飞,钟宏伟. 地铁隧道砂土劈裂注浆加固机理分析. 城市轨道交通研究. 2024(03): 30-36+42 .
    6. 马广兴,王东杰,陈立伟,边乐. 穿层钻孔帷幕注浆一体化技术的实践研究. 矿业研究与开发. 2024(04): 144-151 .
    7. 秦鹏飞. 高聚物注浆技术及其应用研究. 黄河科技学院学报. 2024(05): 56-63 .
    8. 莫浩,侯晓萍,赵卫全,黄勇. 迂曲度对盾构隧道管片注浆的影响. 科学技术与工程. 2024(17): 7319-7326 .
    9. 秦鹏飞,张颖,王柳舒. 非均质砂土劈裂注浆加固机理分析. 力学与实践. 2024(03): 609-616 .
    10. 易四海,仲锐,景胜强,朱伟,王越. 孔隙介质孔隙率对注浆改造影响的试验研究. 中国矿业. 2024(S1): 278-283 .
    11. 余永强,张程鑫,张纪云,范利丹,唐金召,苏洲虎. 砂土介质注浆扩散规律试验研究. 金属矿山. 2024(07): 66-74 .
    12. 张华磊,徐保杰,王开伟,束云龙. 不同粒径分布多孔介质的幂律流体渗透注浆机制. 采矿与安全工程学报. 2024(05): 1025-1035 .
    13. 侯晓萍,莫浩,赵卫全,黄勇. 基于分形理论的多孔介质渗透注浆机制. 长江科学院院报. 2024(09): 106-113 .
    14. 邓重青,李永雷,高玉超. 煤矿薄基岩区底砾层水害治理技术研究与应用. 山东煤炭科技. 2024(09): 152-157+163 .
    15. 施凌瑞,李宝华,雷明林,王国萍. 富水半成岩隧道处治方案研究. 价值工程. 2024(30): 50-53 .
    16. 秦鹏飞,王文菁. 基于渗滤效应的砂土注浆扩散机理分析. 中国水利水电科学研究院学报(中英文). 2024(06): 623-631 .
    17. 易四海,仲锐,景胜强,王越,朱伟. 注浆压力对孔隙介质注浆改造效果影响的试验研究. 华北科技学院学报. 2024(06): 1-6 .
    18. 秦鹏飞,孙洪硕,陈晓红,杨光,梁一星. 考虑砂土压密特性的劈裂注浆机理分析. 实验技术与管理. 2023(01): 31-37+43 .
    19. 刘万光. 强采动大巷破碎煤柱水泥基浆液注浆渗透扩散规律研究. 科技和产业. 2023(01): 192-196 .
    20. 朱定桂,施成华,孙晓贺,肖国庆,安斌. 考虑迂曲度的水泥-水玻璃双液浆柱形渗透机制研究. 铁道科学与工程学报. 2023(05): 1800-1809 .
    21. 秦鹏飞,钟宏伟,刘坚,苏丹娜,孙卓宇. 考虑浆土应力耦合作用的劈裂注浆机理分析. 西南交通大学学报. 2023(03): 584-591 .
    22. 李金刚,白云飞. 井筒注浆浆液扩散规律及参数优化研究. 山西煤炭. 2023(01): 39-46+96 .
    23. 秦鹏飞,王莉,晋芳,李昂. 岩土工程不良地质注浆技术研究进展. 安阳工学院学报. 2023(04): 78-84 .
    24. 庞浩然,高艳华,徐兴芃,熊楚明. 粉细砂地层注浆加固技术的研究进展. 地基处理. 2023(05): 421-433 .
    25. 秦鹏飞. 非线性压密效应下砂土劈裂注浆机理研究. 工业建筑. 2023(12): 198-203+61 .
    26. 路乔,杨智超,杨志全,于荣霞,朱颖彦,杨溢,张碧华,王仁超,方迎潮,余东亮,刘浩,苏建坤. 考虑扩散路径的宾汉姆流体渗透注浆机制. 岩土力学. 2022(02): 385-394 .
    27. 罗勇,肖殿才,高翔. 薄基岩工作面上覆风氧化带地面预注浆改性技术工程实践. 煤炭技术. 2022(06): 134-139 .
    28. 刘元玺,李银平,施锡林,赵凯. 盐穴储气库微渗层注浆封堵试验研究. 岩土力学. 2022(S1): 23-34 .
    29. 孟龑,程棋锋,陈茜,吴晚霞,黄乙纯. 多孔介质注浆模拟试验研究进展. 现代隧道技术. 2021(01): 46-53 .
    30. 许超. 新集二矿1号煤层220106工作面底板灰岩地面超前区域探查治理及效果评价. 中国矿业. 2021(04): 120-127+133 .
    31. 陈鑫,袁昌. 多孔介质中Bingham型浆液柱状渗透规律研究. 采矿与安全工程学报. 2021(04): 800-809+856 .
    32. 于世波,王志修,原野,王贺. 矿山垮落大体积松散体中水泥-水玻璃浆液可控灌注原理及其应用. 工程地质学报. 2021(04): 1094-1104 .
    33. 董敏忠. 注浆纠偏隧道水平位移的数值模拟. 建筑科学与工程学报. 2021(06): 138-146 .
    34. 赵芳芳. 富水破碎岩体脉动注浆加固技术研究综述. 科技风. 2021(33): 77-79 .
    35. 尚宏波,靳德武,柳昭星,王皓,赵春虎,王晓东,石志远,王治宙. 地下含水层帷幕注浆单液水泥浆扩散规律研究. 煤炭科学技术. 2021(11): 134-141 .
    36. 白玉杰,曹广胜,侯玉花,杜童,王哲,杨婷媛. 超临界二氧化碳+水交替驱注入井极限关井时间计算. 特种油气藏. 2020(01): 162-168 .
    37. 周峰,许勇,朱锐,宋著,翟德志,牟育敏. 砂性地层注浆浆液扩散特性. 建筑科学与工程学报. 2020(05): 182-192 .

    Other cited types(59)

Catalog

    Article views (272) PDF downloads (144) Cited by(96)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return