基于期望函数的土遗址锚固参数组合优化方法

芦苇; 赵冬; 李东波; 毛筱霏

doi:10.21656/1000-0887.390247

基于期望函数的土遗址锚固参数组合优化方法

doi: 10.21656/1000-0887.390247

西安建筑科技大学, 西安 710055

基金项目: 国家自然科学基金(面上项目)（51878547）;中国博士后科学基金（2018M633478）

详细信息

作者简介:
芦苇（1988—），男，讲师，博士(通讯作者. E-mail: luwei_xauat@qq.com).

中图分类号: O39
计量
- 文章访问数: 932
- HTML全文浏览量: 149
- PDF下载量: 557
- 被引次数: 0
出版历程
- 收稿日期: 2018-09-19
- 修回日期: 2019-04-14
- 刊出日期: 2019-06-01

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

Xi’an University of Architecture and Technology, Xi’an 710055, P.R.China

Funds: The National Natural Science Foundation of China(General Program)（51878547）;China Postdoctoral Science Foundation（2018M633478）

摘要

摘要: 针对土遗址锚固工程需求，提出了一种基于期望函数的锚固参数组合优化方法.该方法通过对锚固长度、锚孔直径等参数的组合优化,获得了最大锚固力与最小遗址伤害的良好平衡.试验设计为全因子试验，利用响应面方法构建分析模型，而后将统计中的期望函数法引入锚固参数优化中，建立了多重目标响应指标与锚固参数水平的关系.研究结果表明：当分别满足锚固力最大化和遗址伤害最小化目标时，相应的锚固参数取值间存在冲突；多重响应优化能够确定目标响应需求下锚固参数的可行域范围，方便工程设计人员根据实际工程条件对锚固参数进行可视化取值.
- 土遗址 /
- 锚固 /
- 期望函数 /
- 参数优化
Abstract: 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.
- rammed earth site /
- anchorage /
- desirability function /
- parameter optimization

HTML全文

参考文献(14)

[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))