LU Wei, ZHAO Dong, LI Dongbo, MAO Xiaofei. A Composite Optimization Method for Anchorage Parameters of Rammed Earth Sites Based on Desirability Functions[J]. Applied Mathematics and Mechanics, 2019, 40(6): 650-662. doi: 10.21656/1000-0887.390247
Citation: LU Wei, ZHAO Dong, LI Dongbo, MAO Xiaofei. A Composite Optimization Method for Anchorage Parameters of Rammed Earth Sites Based on Desirability Functions[J]. Applied Mathematics and Mechanics, 2019, 40(6): 650-662. doi: 10.21656/1000-0887.390247

A Composite Optimization Method for Anchorage Parameters of Rammed Earth Sites Based on Desirability Functions

doi: 10.21656/1000-0887.390247
Funds:  The National Natural Science Foundation of China(General Program)(51878547);China Postdoctoral Science Foundation(2018M633478)
  • Received Date: 2018-09-19
  • Rev Recd Date: 2019-04-14
  • Publish Date: 2019-06-01
  • Aimed at the needs for anchoring engineering in rammed earth sites, a composite optimization method for anchorage parameters based on desirability functions was proposed. The main purpose of the method is to obtain a good balance between the maximum anchoring force and the minimum site damage through optimization of the combination of anchor lengths and anchor hole diameters. The full factorial design was used in the experiment, and the response surface method was applied to build the analysis model. Then the desirability function in statistics was introduced into the optimization of anchor parameters, and the relationship between the multiobjective response and the anchoring parameter level was established. The results show that, when the anchoring force maximization and the site damage minimization goals are respectively satisfied, there will be a conflict between the corresponding anchoring parameters. The multiobjective response optimization can determine the feasible ranges of the anchoring parameters under the goal of response demand, which is convenient for engineering designers to visualize the anchoring parameters according to the actual engineering conditions.
  • loading
  • [1]
    孙满利, 王旭东, 李最雄. 土遗址保护初论[M]. 北京: 科学出版社, 2010.(SUN Manli, WANG Xudong, LI Zuixiong. Initial Discussion of Earthen Sites [M]. Beijing: Science Press, 2010.(in Chinese))
    [2]
    FODDE E, WATANABE K, FUJII Y. Preservation of earthen sites in remote areas: the buddhist monastery of Ajina Tepa, Tajikistan[J]. Conservation and Management of Archaeological Sites,2013,9(4): 194-218.
    [3]
    ZHAO D, LU W, WANG Y L, et al. Experimental studies on earthen architecture sites consolidated with BS materials in arid regions[J]. Advances in Materials Science and Engineering,2016(2): 1-13. DOI: 10.1155/2016/6836315.
    [4]
    张景科, 郭青林, 李最雄, 等. 土遗址锚固机理初探[M]. 兰州: 兰州大学出版社, 2014.(ZHANG Jingke, GUO Qinglin, LI Zuixiong, et al. Preliminary Study on Anchorage Mechanism of Rammed Earth Sites [M]. Lanzhou: Lanzhou University Press, 2014.(in Chinese))
    [5]
    谌文武, 张宇翔, 和法国, 等. 基于FLAC和遗传算法的斜坡加固方案优化方法[J]. 中南大学学报(自然科学版), 2011,42(11): 3507-3514.(CHEN Wenwu, ZHANG Yuxiang, HE Faguo, et al. Optimization method for slope reinforcement design based on FLAC and genetic algorithms[J]. Journal of Central South University (Science and Technology),2011,42(11): 3507-3514.(in Chinese))
    [6]
    姜谙男, 冯夏庭, 刘建, 等. 基于三维数值模拟的地下大型洞室锚固参数智能优化[J]. 岩石力学与工程学报, 2004,23(10): 1700-1705.(JIANG Annan, FENG Xiating, LIU Jian, et al. Intelligent optimization of anchoring parameters for large underground houses based on three dimensional numerical simulation[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(10): 1700-1705.(in Chinese))
    [7]
    尹顺德, 冯夏庭, 张友良, 等. 滑坡加固方案优化的并行进化神经网络方法研究[J]. 岩石力学与工程学报, 2004,23(16): 2698-2702.(YIN Shunde, FENG Xiating, ZHANG Youliang, et al. Study on optimum design of landslide stabilization by parallel evolutionary neural network method[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(16): 2698-2702.(in Chinese))
    [8]
    GHAZY M F. Effect of using mortar interface and overlays on masonry behavior by using Taguchi method[J]. ACI Material Journal,2012,109(5): 509-516.
    [9]
    AKALIN O. Eco-cement optimization using statistical mixture design method[J]. ACI Materials Journal,2014,111(4): 391-398.
    [10]
    NARAYANAN N, RAMAMURTHY K. Prediction relations for compressive strength of altered concrete[J]. ACI Materials Journal,2000,97(3): 367-373.
    [11]
    MONTGOMERY D C. Design and Analysis of Experiments [M]. New York: John Wiley & Sons, 2011.
    [12]
    DERRINGER G, SUICH R. Simultaneous optimization of several response variables[J]. Journal of Quality Technology,1980,12(4): 214-219.
    [13]
    LU W, ZHAO D, MAO X F, et al. Experimental study on bond-slip behavior of bamboo bolt-modified slurry interface under pull-out load[J]. Advances in Civil Engineering,2018(5): 1-23. DOI: 10.1155/2018/6960285.
    [14]
    毛筱霏. 高昌故城遗址保护与锚杆加固应用技术研究[D]. 博士学位论文. 西安: 西安建筑科技大学, 2009.(MAO Xiaofei. The protection of Gaochang site and research on consolidated technology of bolt[D]. PhD Thesis. Xi’an: Xi’an University of Architecture and Technology.(in Chinese))
  • 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 (927) PDF downloads(557) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return