China Geological Environment Monitoring Institute, China Geological Disaster Prevention Engineering Industry AssociationHost
Advanced Search
Previous Article Next Article
2023 Vol. 34, No. 1
Article Contents
Article navigation > The Chinese Journal of Geological Hazard and Control > 2023 > 34(1): 85-93
Next Article Previous Article

ZHANG Min, ZHOU Ling, TAN Chao, LIAO Liwei, CHEN Zhongwei, HOU Zhiyong. Techniques of rotary hole-drilling for square anti-slide piles in complex formation and its application[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(1): 85-93. doi: 10.16031/j.cnki.issn.1003-8035.202109027
Citation: ZHANG Min, ZHOU Ling, TAN Chao, LIAO Liwei, CHEN Zhongwei, HOU Zhiyong. Techniques of rotary hole-drilling for square anti-slide piles in complex formation and its application[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(1): 85-93. doi: 10.16031/j.cnki.issn.1003-8035.202109027
shu

Techniques of rotary hole-drilling for square anti-slide piles in complex formation and its application

  • Sichuan Institute of Geological Engineering Investigation Group Co.Ltd., Chengdu, Sichuan　610072, China

More Information
Received Date:  26 September 2021
Revised Date:  29 November 2021
Accepted Date:  03 November 2022
Publish Date:  25 February 2023
    Abstract

  • To improve the hole-forming efficiency of square anti-slide pile excavation and study the rapid hole-forming technology suitable for rock landslides under complex conditions, this paper aims to study the hole-forming technology, the construction characteristics and the applicable system of hole-forming technology in different strata of square anti-slide piles by means of field investigation, theoretical analysis and engineering test.In this paper, a large rock landslide treatment project in eastern Chengdu with 101 large-section anti-slide piles is takens as the research object. The research shows that the new hole-forming technology of “rotary hole-drilling + manual excavation of the remaining earthwork” has greatly improved work efficiency and achieved a high efficiency of 2.0 m daily average footage in the anti-slide pile project. In the project, the new technology has successfully met the requirements of the construction period and solved the problem of slow hole-forming efficiency and backward technology. It is very important for disaster relief projects to choose the appropriate construction technology according to the conditions of landslides. For large-scale landslide treatment projects with good traffic conditions and high construction period requirements, the technology of “rotary hole-drilling + manual excavation of the remaining earthwork” is preferred. For small landslide treatment projects with poor traffic conditions and limited operation methods, we can use pneumatic picks to excavate the soil and use watermill drills to excavate the rock.

    • FullText(HTML)
  • 加载中
    • References
  • [1] 裴振伟,年廷凯,吴昊,等. 滑坡地质灾害应急处置技术研究进展[J]. 防灾减灾工程学报,2021,41(6):1382 − 1394. [PEI Zhenwei,NIAN Tingkai,WU Hao,et al. Research progress on emergency treatment techniques for landslide geological hazards[J]. Journal of Disaster Prevention and Mitigation Engineering,2021,41(6):1382 − 1394. (in Chinese with English abstract)

    Google Scholar

    [2] 朱庆,曾浩炜,丁雨淋,等. 重大滑坡隐患分析方法综述[J]. 测绘学报,2019,48(12):1551 − 1561. [ZHU Qing,ZENG Haowei,DING Yulin,et al. A review of major potential landslide hazards analysis[J]. Acta Geodaetica et Cartographica Sinica,2019,48(12):1551 − 1561. (in Chinese with English abstract)

    Google Scholar

    [3] 姜清辉,郑俊,位伟,等. 重大滑坡灾害全过程调控减灾技术及试验验证与潜在应用[J]. 工程科学与技术,2020,52(5):62 − 70. [JIANG Qinghui,ZHENG Jun,WEI Wei,et al. Disaster prevention and mitigation technology for the whole process of serious landslides and its experimental verification and potential applications[J]. Advanced Engineering Sciences,2020,52(5):62 − 70. (in Chinese with English abstract)

    Google Scholar

    [4] 陈其针,仲平,张贤,等. 构建中国自然灾害防灾减灾新体系[J]. 水文地质工程地质,2020,47(4):1 − 4. [CHEN Qizhen,ZHONG Ping,ZHANG Xian,et al. Establishment of an innovative system of natural disaster prevention and mitigation in China[J]. Hydrogeology & Engineering Geology,2020,47(4):1 − 4. (in Chinese with English abstract)

    Google Scholar

    [5] 周定义,左小清,喜文飞,等. 基于SBAS-InSAR技术的深切割高山峡谷区滑坡灾害早期识别[J]. 中国地质灾害与防治学报,2022,33(2):16 − 24. [ZHOU Dingyi,ZUO Xiaoqing,XI Wenfei,et al. Early identification of landslide hazards in deep cut alpine canyon using SBAS-InSAR technology[J]. The Chinese Journal of Geological Hazard and Control,2022,33(2):16 − 24. (in Chinese with English abstract)

    Google Scholar

    [6] 唐军峰,唐雪梅,周基,等. 滑坡堆积体变形失稳机制—以贵州剑河县东岭信滑坡为例[J]. 吉林大学学报(地球科学版),2022,52(2):503 − 516. [TANG Junfeng,TANG Xuemei,ZHOU Ji,et al. Deformation and instability mechanism of landslide accumulation:A case study of Donglingxin landslide accumulation in Jianhe County, Guizhou Province[J]. Journal of Jilin University (Earth Science Edition),2022,52(2):503 − 516. (in Chinese with English abstract)

    Google Scholar

    [7] 魏少伟,隋颜阳,杨建民. 圆形与矩形截面抗滑桩抗滑性能的模型试验研究[J]. 岩土力学,2019,40(3):951 − 961. [WEI Shaowei,SUI Yanyang,YANG Jianmin. Model tests on anti-sliding mechanism of circular and rectangular cross section anti-sliding piles[J]. Rock and Soil Mechanics,2019,40(3):951 − 961. (in Chinese with English abstract)

    Google Scholar

    [8] 刘宝生,宋京雷,郝社峰,等. 江苏宁镇地区典型下蜀土滑坡机理分析及应急处理措施[J]. 中国地质灾害与防治学报,2019,30(3):31 − 36. [LIU Baosheng,SONG Jinglei,HAO Shefeng,et al. Analysis and emergent control measures of the typical Xiashu loess landslides in Nanjing-Zhenjiang area,Jiangsu Province[J]. The Chinese Journal of Geological Hazard and Control,2019,30(3):31 − 36. (in Chinese with English abstract) doi: 10.16031/j.cnki.issn.1003-8035.2019.03.06

    CrossRef Google Scholar

    [9] 邓时容,肖世国. 嵌固段顶部拓宽型抗滑桩计算方法[J]. 中国地质灾害与防治学报,2022,33(4):84 − 91. [DENG Shirong,XIAO Shiguo. Calculation method of stabilizing piles with broadened top at the built-in section[J]. The Chinese Journal of Geological Hazard and Control,2022,33(4):84 − 91. (in Chinese with English abstract)

    Google Scholar

    [10] 王文沛, 殷跃平, 王立朝, 等. 排水抗滑桩技术研究现状及展望[J/OL]. 水文地质工程地质: 1 − 11[2022-12-19].

    Google Scholar

    WANG Wenpei, YIN Yueping, WANG Lichao, et al. Status and prospects of studies on anti-slide shaft technology[J]. Hydrogeology & Engineering Geology:1-11[2022-12-19]. (in Chinese with English abstract)

    Google Scholar

    [11] 刘松,翟军,陶力,等. 各向异性岩体非爆破开挖新工法在地下工程中的应用[J]. 公路,2019,64(7):343 − 347. [LIU Song,ZHAI Jun,TAO Li,et al. Application of new construction method of non-blasting excavation of anisotropic rock mass in underground engineering[J]. Highway,2019,64(7):343 − 347. (in Chinese)

    Google Scholar

    [12] 张敏,周灵,谭超,等. 油气管道滑坡应急治理水磨钻开挖工艺与应用[J]. 油气储运,2021,40(7):816 − 821. [ZHANG Min,ZHOU Ling,TAN Chao,et al. Water mill drilling technology for landslide emergency treatment of oil and gas pipelines and its application[J]. Oil & Gas Storage and Transportation,2021,40(7):816 − 821. (in Chinese with English abstract)

    Google Scholar

    [13] 蔡奉祥,马耀举. 浅析坚硬花岗岩地层桥梁桩基成孔工艺[J]. 公路,2021,66(9):210 − 213. [CAI Fengxiang,MA Yaoju. Analysis on the hole forming technology of bridge pile foundation in hard granite stratum[J]. Highway,2021,66(9):210 − 213. (in Chinese)

    Google Scholar

    [14] 张家伟,赵湖潮,王锐麟,等. 矩形截面抗滑桩施工中方形钻头的应用[J]. 建筑施工,2019,41(12):2132 − 2133. [ZHANG Jiawei,ZHAO Huchao,WANG Ruilin,et al. Application of square drilling bit in construction of anti-slide pile with rectangular section[J]. Building Construction,2019,41(12):2132 − 2133. (in Chinese with English abstract)

    Google Scholar

    [15] 赵建兵, 张德忠, 郑旭, 等. 矩形抗滑桩机械快速成孔施工方法: CN110593753A[P]. 20191220

    Google Scholar

    ZHAO Jianbing, ZHANG Dezhong, ZHENG Xu, et al. Rectangular anti-sliding pile mechanical and fast hole forming construction method: CN110593753A[P]. 20191220. （in Chinese）

    Google Scholar

    [16] 秦亮, 赵立新, 杨涛. 黄土地层矩形抗滑桩旋挖钻快速成桩技术及应用[J]. 隧道建设（中英文）, 2019, 39（增刊2）: 366 − 371

    Google Scholar

    QIN Liang, ZHAO Lixin, YANG Tao. Rapid pile drilling technology by rotary drilling of rectangular anti-slide pile in loess stratum and its application[J]. Tunnel Construction, 2019, 39（Sup 2）: 366 − 371. （in Chinese with English abstract）

    Google Scholar

    [17] 张智斌. 矩形截面抗滑桩机械成孔施工技术[J]. 交通世界,2020(8):133 − 135. [ZHANG Zhibin. Construction technology of mechanical hole-forming for rectangular section anti-sliding piles[J]. TranspoWorld,2020(8):133 − 135. (in Chinese)

    Google Scholar

    [18] 赖晓燕, 郑上满, 林志成, 等. 一种软质岩层矩形抗滑桩施工方法: CN111691408B[P]. 2021-08-03

    Google Scholar

    LAI Xiaoyan, ZHENG Shangman, LIN Zhicheng, et al. Construction method of soft rock stratum rectangular slide-resistant pile: CN111691408B[P]. 2021-08-03. （in Chinese）

    Google Scholar

    [19] 刘洋. 岩石特性对碎岩开挖方法的影响研究[D]. 石家庄: 石家庄铁道大学, 2020

    Google Scholar

    LIU Yang. Study on the influence of rock characteristics on the method of rock fragment and excavaction[D]. Shijiazhuang: Shijiazhuang Tiedao University, 2020. （in Chinese with English abstract）

    Google Scholar

    [20] 梁森, 袁誉飞, 舒波, 等. 超大直径超深桩基施工技术[J]. 建筑结构, 2020, 50（增刊2）: 910 − 915

    Google Scholar

    LIANG Sen, YUAN Yufei, SHU Bo, et al. Construction technology of super large diameter and super deep pile foundation[J]. Building Structure, 2020, 50（Sup 2）: 910 − 915. （in Chinese with English abstract）

    Google Scholar

    [21] 周外男,缪玉卢. 坚硬岩石地层钻孔桩旋挖钻机成孔技术[J]. 世界桥梁,2019,47(4):27 − 31. [ZHOU Wainan,MIAO Yulu. Using rotary drilling rigs to make holes for bored piles in hard rock strata[J]. World Bridges,2019,47(4):27 − 31. (in Chinese with English abstract)

    Google Scholar

    [22] 李明欢, 罗志雄, 古宇鹏, 等. 方形抗滑桩施工方法: CN107675703B[P]. 2019-11-19.

    Google Scholar

    LI Minghuan, LUO Zhixiong, GU Yupeng, et al. Construction method of square-shaped slide-resistant pile: CN107675703B[P]. 2019-11-19. （in Chinese）

    Google Scholar

    [23] 金勤胜,赵江,姚院峰,等. 旋挖钻孔灌注桩的混凝土充盈系数控制与现场试验[J]. 地质科技情报,2019,38(3):250 − 255. [JIN Qinsheng,ZHAO Jiang,YAO Yuanfeng,et al. Control and field tests of the concrete filling coefficient of cast-in-place piles dug by rotary drilling rig[J]. Geological Science and Technology Information,2019,38(3):250 − 255. (in Chinese with English abstract) doi: 10.19509/j.cnki.dzkq.2019.0327

    CrossRef Google Scholar

    [24] 颜涛, 朱宾勤. 破碎岩土体中大直径抗滑桩施工工艺研究[J]. 武汉大学学报（工学版）, 2020, 53（增刊1）: 304-308

    Google Scholar

    YAN Tao, ZHU Binqin. Study on construction technology of large diameter anti-slide pile in broken rock and soil[J]. Engineering Journal of Wuhan University, 2020, 53（Sup 1）: 304-308. （in Chinese with English abstract）

    Google Scholar

    [25] 刘宏亮,尹莉,付玲,等. 钻头圆锥钻齿切削岩石数值模拟以及一种新的解析估算模型[J]. 中国工程机械学报,2021,19(1):38 − 43. [LIU Hongliang,YIN Li,FU Ling,et al. Numerical study and a new analytical calculation thod for the rock cutting with the conical pick[J]. Chinese Journal of Construction Machinery,2021,19(1):38 − 43. (in Chinese with English abstract) doi: 10.15999/j.cnki.311926.2021.01.007

    CrossRef Google Scholar

    • Relative Articles
  • Cited by
  • Supplements
    • Proportional views
  • 加载中
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

Figures(5)

Tables(3)

Export Citation
PDF
XML

Article Metrics

Article views(2506) PDF downloads(214) Cited by(0)

Access History

Other Articles By Authors

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    版权所有：中国地质调查局发展研究中心 copyright @2020