• 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
LIU Xin-xin, SHU Yi-ming, WU Xing-yuan, SHEN Da-yi, WU Hai-min. Information construction technology for flat geotube embankments in estuarial and coastal areas[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 181-188. DOI: 10.11779/CJGE2016S1035
Citation: LIU Xin-xin, SHU Yi-ming, WU Xing-yuan, SHEN Da-yi, WU Hai-min. Information construction technology for flat geotube embankments in estuarial and coastal areas[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 181-188. DOI: 10.11779/CJGE2016S1035

Information construction technology for flat geotube embankments in estuarial and coastal areas

More Information
  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
  • Flat geotextile sand tube (geotube) embankments are widely used for estuarine and costal structures. The structures are prone to collapses for the reason of complex construction environment. It is of significance to improve the safety and efficiency of construction by introducing information construction technology. In the first step, the factors which have influence on the stability of flat geotube embankments during construction period are screened, then stability calculation methods for the geotube embankments are proposed for each factor. In the second step, an information construction system (software and hardware) is developed based on the proposed formulae. Finally, field application of the system and filed experiment are presented based on a typical project. According to the results of field experiment, it is indicated that the proposed system can satisfy the requirements of normal operation in the process of construction.
  • [1]
    陈向东, 杨茂忠. 信息化施工及其应用[J]. 北京工业大学学报, 2001, 27(1): 57-60. (CHEN Xiang-dong, YANG Mao-zhong. Information construction and its application[J]. Journal of Beijing University of Technology, 2001, 27(1): 57-60 (in Chinese))
    [2]
    刘国辉. 深基坑动态设计及信息化施工技术研究[D]. 长沙:中南大学, 2005. (LIU Guo-hui. Dynamic design of deep foundation pit and informationization construction technology research[D]. Changsha: Central South University, 2005. (in Chinese))
    [3]
    孟 磊. 地下工程信息化施工及信息反馈技术研究[D]. 重庆: 西南交通大学, 2010. (MENG Lei. Research on the technology of information construction monitoring and back-analysis in underground engineering[D]. Chengdu: Southwest Jiaotong University, 2010. (in Chinese))
    [4]
    王 源, 刘松玉, 谭跃虎, 等. 南京长江隧道浦口深基坑信息化施工与分析[J]. 岩土工程学报, 2009, 31(11): 1784-1791. (WANG Yuan, LIU Song-yu, YAN Yue-hu, et al. Analysis and information construction of Pukou deep foundation pit of Nanjing Yangtze River tunnel[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1784-1791. (in Chinese))
    [5]
    孟陆波. 公路隧道信息化施工与计算机辅助决策系统研究[D]. 成都: 成都理工大学, 2004. (MENG Lu-bo. On the highway tunnel information construction and computer assistant decision-making system[D]. Chengdu: Chengdu University of Technology, 2004. (in Chinese))
    [6]
    张慧东, 刘 钟, 李志毅. 地铁车站深基坑支护监测与信息化施工[J]. 岩土工程学报, 2008, 30(S1): 441-446. (ZHANG Hui-dong, LIU Zhong, LI Zhi-yi. Case study of informative construction in deep excavation of subway stations[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(S1): 441-446. (in Chinese))
    [7]
    张国泉, 陈小刚. 充泥管袋在青草沙水库工程中的应用[J]. 人民长江, 2009, 40(12): 47-48, 52. (ZHANG Guo-quan, CHEN Xiao-gang. Application of sandbags in reservoir engineering of Qing Cao Sha[J]. Yangtze River, 2009, 40(12): 47-48, 52. (in Chinese))
    [8]
    SHU Y M, LIN G, XIA Y. Structural stability and filling materials on geotube dams[C]// Proceedings of 12th International Conference on Engineering, Science, Construction and Operations in Challenging Environments. Hawaii, 2010: 720-728.
    [9]
    王海华, 陈德春, 亢 扬. 条子泥一期匡围截流堤失稳与接面抗渗破坏对策方案[J]. 江南大学学报, 2014, 13(5): 576-582. (WANG Hai-hua, CHEN De-chun, KANG Yang. Unstability analysis and junction permeability damage countermeasure research of Tiaozini first-phase closure dike[J]. Journal of Jiangnan University, 2014, 13(5): 576-582. (in Chinese))
    [10]
    黄世昌. 浙江沿海超强台风引发的潮浪及其对海堤作用[D]. 大连: 大连理工大学, 2008. (HUANG Shi-chang. Storm tide level and wave due to a super typhoon and its action on seawall in coastal region of Zhejiang province[D]. Dalian: Dalian University of Technology, 2008. (in Chinese))
    [11]
    丁烈云, 吴贤国, 骆汉宾, 等. 地铁工程施工安全评价标准研究[J]. 土木工程学报, 2011, 44(11): 121-127. (DING Lie-yun, WU Xian-guo, LUO Han-bin, et al. Research on standard for construction safety assessment of metro engineering[J]. China Civil Engineering Journal, 2011, 44(11): 121-127. (in Chinese))
    [12]
    林 刚, 束一鸣. 土工管袋填筑的设计原理[C]// 全国第六届土工合成材料学术会议论文集. 西安, 2004: 489-496. (LIN Gang, SHU Yi-ming. Design principles of filling process of geotextile bags[C]// The 6th Association for Geosynthetic Materials. Xi'an, 2004: 489-496. (in Chinese))
    [13]
    朱朝荣, 束一鸣, 汪 军, 等. 扁平管袋坝在波浪作用下稳定性试验研究[J].人民长江, 2008, 39(1): 94-96. (ZHU Chao-rong, SHU Yi-ming, WANG Jun, et al. Study on the test of stability of flat geotube embankment under the distribution of wave force[J]. Yangtze River, 2008, 39(1): 94-96. (in Chinese))
    [14]
    窦国仁. 再论泥沙起动流速[J]. 泥沙研究, 1999, 6: 1-9. (Dou Guo-ren. Incipient motion of coarse and fine sediment[J]. Journal of Sediment Research, 1999, 6: 1-9. (in Chinese))
    [15]
    邵守良. 深水和浅水风浪要素的计算[J]. 港工技术, 1997, 2: 12-15. (SHAO Shou-liang. The calculation on wind wave factors of deep water and shallow water[J]. Port Engineering Technology, 1997, 2: 12-15. (in Chinese))
    [16]
    曹显春. 深基坑支护优化设计与信息化施工研究[D]. 青岛: 中国海洋大学, 2006. (CAO Xian-chun. Study on optimized design of deep foundation-ditch support and information construction[D]. Qingdao: China Ocean University, 2006. (in Chinese))
    [17]
    陈修国. 面向问题分析与决策专家系统的知识库系统研究[D]. 武汉: 华中科技大学, 2009. (CHEN Xiu-guo, Research on knowledge base system of problem oriented analysis and decision expert system[D]. Wuhan: Huazhong University of Science and Technology, 2009. (in Chinese))
    [18]
    蔡 阳. 现代信息技术与水利信息化[J]. 水利水电技术, 2009, 40(8): 133-138. (CAI Yang. Modern information technology and water resources informatization[J]. Water Resources and Hydropower Engineering, 2009, 40(8): 133-138. (in Chinese))
    [19]
    李德仁, 张良培, 夏桂松. 遥感大数据自动分析与数据挖掘[J]. 测绘学报, 2014, 43(12): 1211-1216. (LI De-ren, ZHANG Liang-pei, XIA Gui-song. Automatic analysis and mining of remote sensing big data[J]. Acta Geodaetica et Cartographica Sinica, 2014, 43(12): 1211-1216. (in Chinese))
    [20]
    韩春鹏, 何东坡, 程培峰, 等. 寒区公路路基温度场的自动监测与特性[J]. 长安大学学报(自然科学版), 2011, 31(3): 21-26. (HAN Chun-peng, HE Dong-po, CHENG Pei-feng, et al. Automatic measure and character of highway subgrade temperature field in cold region[J]. Journal of Chang’an University, 2011, 31(3): 21-26. (in Chinese))
    [21]
    林长星, 张 健, 邵贝贝. 高速无线通信技术研究综述[J]. 信息与电子工程, 2012, 10(4): 383-389. (LIN Chang-xing, ZHANG Jian, SHAO Bei-bei. Survey of research on high speed wireless communication technology[J]. Information and Electronic Engineering, 2012, 10(4): 383-389. (in Chinese))
    [22]
    王 雪, 肖人彬, 史铁林, 等. 面向对象专家系统中知识的不确定性[J]. 华中理工大学学报, 1993, 21(1): 20-24. (WANG Xue, XIAO Ren-bin, SHI Tie-lin, et al. The uncertainly of knowledge in an object-oriented expert system[J]. Journal of Huazhong University of Science and Technology, 1993, 21(1): 20-24. (in Chinese))
  • Related Articles

    [1]LIAO Lijian, SU Wei, YANG Xinan, WANG Yuquan. A bidirectional m-method for allocating spatial effects of special pile groups[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1197-1205. DOI: 10.11779/CJGE20230212
    [2]LI Xiao-long, SHI Hong-yan. 3-D analysis method for pile-supported geosynthetic reinforcements based on analog equation method[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 925-933. DOI: 10.11779/CJGE202005015
    [3]ZHU Ming-xing, GONG Wei-ming, HE Xiao-yuan. Transfer matrix solutions for responses of laterally loaded piles in multilayered soil deposits[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 46-50. DOI: 10.11779/CJGE2015S2010
    [4]LIU Shan-nan, HOU Sheng-nan, CAI Zhong-xiang. Applicability of m-method for horizontal bearing capacity of single pile in Shanghai area[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 721-724.
    [5]HUANG Xiao-liang, YUE Jian-wei, LI Lian-dong, SUN Xin-sheng. Calculation method for horizontal resistance coefficient of foundation soil with composite piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 192-196.
    [6]WU Feng, SHI Beiling, ZHUO Yang. Nonlinear m method for piles under lateral load[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1398-1401.
    [7]ZHAO Minghua, ZHANG Ling, MA Binhui, ZHAO Heng. Nonlinear analysis of beams on elastic foundation with consideration of horizontal resistance[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 985-990.
    [8]MA Lihong, QIU Zhiping, WANG Xiaojun, ZHANG Jianhui. Interval element-free Galerkin method for plates on Winkler foundation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 384-389.
    [9]DAI Zihang, CHEN Linjing. Two numerical solutions of laterally loaded piles installed in multi-layered soils by m method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 690-696.
    [10]Tian Bo, Ma Songlin, Xu Guanghui, Zhong Yang. Transfer matrix method to solve axisymmetrical multilayered problems using[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 572-575.
  • Cited by

    Periodical cited type(4)

    1. 王舸,廖晨聪,张璐璐,林奖勤,叶冠林,张泽超. 大直径水平受荷单桩的抗力组分分析及其应用. 土木工程学报. 2024(08): 72-82 .
    2. 马美玲,李立辰,吴文兵,刘浩,罗仑博,梅国雄. 基于现场试验的海上风电大直径钢管桩p-y曲线特性分析. 海洋工程. 2024(05): 44-53 .
    3. 闫志晓,李雨润,王永志. 砂土场地高承台群桩基础地震响应特征试验研究. 湖南大学学报(自然科学版). 2022(07): 138-147 .
    4. 王燕. 软土地基水平受荷桩力学性能研究. 冶金管理. 2021(15): 113-115 .

    Other cited types(4)

Catalog

    Article views (290) PDF downloads (209) Cited by(8)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return