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土体强度对土钉墙设计参数及经济性影响分析
引用本文:林志强,赵维炳,林生法,庞井龙,王雪奎. 土体强度对土钉墙设计参数及经济性影响分析[J]. 地下空间与工程学报, 2015, 11(6): 1611-1616
作者姓名:林志强  赵维炳  林生法  庞井龙  王雪奎
作者单位:1.福建省建筑科学研究院,福州 350002 2.福建省绿色建筑技术重点实验室,福州 350025 3.南京水利科学研究院岩土工程研究所,南京 210024 4.福建省建筑设计研究院,福州 350002 5.贵州省大坝安全监测中心,贵阳 550002 6.中交天津港湾工程研究所有限公司,天津 300222
基金项目:江苏省科技项目(BE2011373);水利部公益性行业科研专项经费项目(201201015)
摘    要:针对目前土钉墙设计参数进行优化设计只是在给定土体强度下进行的,且其优化算法仍有些缺陷,而在不同粘聚力c、内摩擦角φ下,研究分析土钉墙参数选取及经济性也具有重要的理论和实际意义。从不同土体强度出发,以单位墙长土钉墙工程造价为目标函数,按规范要求设置约束条件,建立了不同土体强度对土钉墙设计参数及经济性影响的计算模型,并应用嵌套的改进的遗传算法求解,得到土体强度与土钉墙设计参数、土体强度与土钉墙经济性的关系曲线,并对其计算结果进行分析。所得结论可为土钉墙参数设计选取及经济性分析提供理论支持。

关 键 词:土钉墙  土体强度  嵌套的遗传算法  土钉墙设计参数  土钉墙经济性  
收稿时间:2014-11-12

Analysis on Design Parameters and Economy of Soil Nailing Wall Influenced by Soil Strength
Lin Zhiqiang,Zhao Weibing,Lin Shengfa,Pang Jinglong,Wang Xuekui. Analysis on Design Parameters and Economy of Soil Nailing Wall Influenced by Soil Strength[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(6): 1611-1616
Authors:Lin Zhiqiang  Zhao Weibing  Lin Shengfa  Pang Jinglong  Wang Xuekui
Affiliation:1. Fujian Academy of Building Research, Fuzhou 350002, P. R. China 2. Fujian Key Laboratory of Green Building Technology,Fuzhou 350025, P. R. China 3. Institute of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024,P. R. China 4. Fujian Provincial Institute of Architectural Design and Research, Fuzhou 350002, P. R. China 5. Guizhou Dam Safety Observation Centre, Guiyang 550002, P. R. China 6.China Tianjing Port Engineering Institute Ltd, Tiangjin 300222, P.R.China
Abstract:Parameters selection and economy of soil nailing wall would be comprehensively analyzed under different cohesive force c and angle of internal friction φ, which can contribute to engineering design and theoretical research. However, the research for the optimization of soil nailing wall design parameters is carried out only under the permanent strength value of soil at present, they cannot meet the requirement of engineering practice. Furthermore, in the optimization algorithm there are also some imperfection. Taking different soil strength, a calculation model was established to analyze design parameters and economy of soil nailing wall, the construction cost was used to build objective function and the constraint condition was set according to the soil nail specification. A new way, the nested and modified Genetic algorithm was proposed to solve the problem. Through the way given above, the relative curve of the soil strength with the parameters of the soil nail wall, as well as the relationship between the soil strength and the economy of the soil nail wall were obtained in this paper. The conclusion can offer theoretical support for parameters selection and economic analysis of soil nailing wall.
Keywords:soil nailing wall   soil strength   the nested genetic algorithm   soil nailing wall design parameter   soil nailing wall economy  
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