青海柴木铁路多年冻土区片石路基工程措施效果的模糊评价

doi:10.7522/j.isnn.1000-0240.2015.0172

冰川冻土 ›› 2015, Vol. 37 ›› Issue (6): 1555-1562.doi: 10.7522/j.isnn.1000-0240.2015.0172

青海柴木铁路多年冻土区片石路基工程措施效果的模糊评价

曹伟^{1 2}, 陈继¹, 张波³, 吴吉春¹, 李静¹, 盛煜¹

1. 中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室, 甘肃兰州 730000;
2. 重庆市国土资源和房屋勘测规划院, 重庆 400020;
3. 中铁第一勘察设计院集团有限公司, 陕西西安 710043

收稿日期:2015-08-14 修回日期:2015-11-20 出版日期:2015-12-25 发布日期:2016-05-11
通讯作者: 盛煜,E-mail:sheng@lzb.ac.cn. E-mail:sheng@lzb.ac.cn
作者简介:曹伟(1983-),安徽金寨人,在读博士后,2011年在南京大学获博士学位,现主要从事冻土环境与工程方面的研究.E-mail:caowei@lzb.ac.cn
基金资助:
国家自然科学基金项目(41271084;41501079);中国科学院重点部署项目(KZZD-EW-13);中国博士后科学基金资助项目(2015M582724)资助

Fuzzy evaluation of the effect of rubble roadbed engineering in permafrost regions along the Chaidaer-Muli Railway in Qinghai Province

CAO Wei^{1 2}, CHEN Ji¹, ZHANG Bo³, WU Jichun¹, LI Jing¹, SHENG Yu¹

1. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;
2. Chongqing Land Resources and Housing Surveying & Planning Institute, Chongqing 400020, China;
3. China Railway First Survey and Design Institute Group Co. Ltd., Xi'an 710043, China

Received:2015-08-14 Revised:2015-11-20 Online:2015-12-25 Published:2016-05-11

摘要/Abstract

摘要： 为综合评价多年冻土区片石路基工程措施效果, 以青海柴木铁路为例, 通过分析筛选多年冻土区片石路基工程措施效果评价因子, 给出各评价指标的层次结构, 建立综合评价模型, 确定工程效果评价分级标准与评价因子权重, 采用模糊数学方法对柴木铁路多年冻土区片石路基工程措施效果进行评价, 评价结果显示: 柴木铁路多年冻土地区片石路基工程效果评价结果为较好状态的占86.1%, 处于一般状态的比例为7.5%, 处于较差状态的为6.4%, 没有处于良好状态的路段. 结合试验断面测温资料, 采用模糊方法的评价结果与野外实际观测结果基本相符, 说明此方法可运用于多年冻土区片石路基工程措施效果评价中.

关键词: 柴木铁路, 多年冻土区, 片石路基, 效果评价, 模糊数学

Abstract: This article is aimed to comprehensively evaluate the effect of rubble roadbed in permafrost regions. The Chaidaer-Muli Railway is taken as a case to analyze and evaluate. The evaluation factors are also selected to assess the effect of rubble roadbed engineering in permafrost regions. A hierarchical structure model is thus established based on the selected evaluation indices. The grading standards and weights of each evaluation factor are determined. Then, the fuzzy mathematical method is introduced to evaluate the effect of rubble roadbed engineering in permafrost regions. The evaluation results show that most of the rubble roadbed in the permafrost regions along the Chaidaer-Muli Railway, accounting for 86.1%, is in better condition; there is 7.5% of the railway in general state and 6.4% of the railway in poor state, and no railway is found in good state. The ground-temperature profiles also measured through the monitoring thermometry-holes at the same time. The fuzzy evaluation results are basically consistent with field measurements. This means that the fuzzy evaluation method can be applied to evaluate the effect of rubble roadbed engineering in permafrost regions.

Key words: Chaidaer-Muli Railway, permafrost regions, rubble roadbed, effectiveness evaluation, fuzzy mathematics

中图分类号:

U213.1+4

曹伟, 陈继, 张波, 吴吉春, 李静, 盛煜. 青海柴木铁路多年冻土区片石路基工程措施效果的模糊评价[J]. 冰川冻土, 2015, 37(6): 1555-1562.

CAO Wei, CHEN Ji, ZHANG Bo, WU Jichun, LI Jing, SHENG Yu. Fuzzy evaluation of the effect of rubble roadbed engineering in permafrost regions along the Chaidaer-Muli Railway in Qinghai Province[J]. JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY, 2015, 37(6): 1555-1562.

参考文献

[1] Zhou Youwu, Guo Dongxin, Qiu Guoqing, et al. Geocryology in China[M]. Beijing:Science Press, 2000.[周幼吾, 郭东信, 邱国庆, 等. 中国冻土[M]. 北京:科学出版社, 2000.]
[2] Wu Ziwang, Liu Yongzhi. Frozen subsoil and engineering[M]. Beijing:China Ocean Press, 2005.[吴紫汪, 刘永智. 冻土地基与工程建筑[M]. 北京:海洋出版社, 2005.]
[3] Cheng Guodong, Ma Wei. Permafrost engineering problems in the construction of the Qinghai-Tibet Railway[J]. Chinese Journal of Nature, 2006, 28(6):315-320.[程国栋, 马巍. 青藏铁路建设中冻土工程问题[J]. 自然杂志, 2006, 28(6):315-320.]
[4] Cheng Guodong. A roadbed cooling approach for the construction of Qinghai-Tibet Railway[J]. Cold Regions Science and Technology, 2005, 42:169-176.
[5] Cheng Guodong. Constructing of the Qinghai-Tibet Railroad using the principle of cooling the roadbed[J]. Journal of Glaciology and Geocryology, 2005, 27(1):1-7.[程国栋. 应用冷却路基原理建设青藏铁路[J]. 冰川冻土, 2005, 27(1):1-7.]
[6] Hou Yandong, Wu Qingbai, Sun Zhizhong, et al. The coupled reinforcing effect of crushed rock slope protection and thermosyphons in Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2015, 37(1):118-125.[侯彦东, 吴青柏, 孙志忠, 等. 青藏铁路碎石护坡-热管复合措施的补强效果研究[J]. 冰川冻土, 2015, 37(1):118-125.]
[7] Chen Lin, Yu Wenbing, Han Fenglei, et al. Impacts of aeolian sand on cooling effect of crushed-rock embankment of Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2015, 37(1):147-155.[陈琳, 喻文兵, 韩风雷, 等. 风积沙对青藏铁路块碎石路基降温效果的影响[J]. 冰川冻土, 2015, 37(1):147-155.]
[8] Chen Ji, Song Ruifang, Sheng Yu, et al. Cooling effect of measures for rubble subgrade convection of Chaidaer-Muli Railway[J]. Journal of Railway Engineering Society, 2011(5):40-44.[陈继, 宋瑞芳, 盛煜, 等. 柴木铁路片石通风措施的工程效果分析[J]. 铁道工程学报, 2011(5):40-44.]
[9] Zhang Bo, Sheng Yu, Chen Ji, et al. The permafrost regions along Chai-Mu Railway:engineering geological characteristics and evaluations[J]. Journal of Glaciology and Geocryology, 2011, 33(2):381-387.[张波, 盛煜, 陈继, 等. 祁连山柴木铁路沿线多年冻土区工程地质特征及评价[J]. 冰川冻土, 2011, 33(2):381-387.]
[10] Xu Anhua. Numerical simulation study of the thermosyphon applied to wide embankment in permafrost regions of Gonghe-Yushu Expressway of National Highway 214[J]. Journal of Glaciology and Geocryology, 2014, 36(4):987-993.[徐安花. 热棒技术在国道214线共和-玉树高速公路宽幅冻土路基中应用的数值模拟研究[J]. 冰川冻土, 2014, 36(4):987-993.]
[11] Zheng Mingxin, Yin Zongze, Wu Jimin, et al. Post-fuzzy comprehensive evaluation of effectiveness of landslide control[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10):1224-1229.[郑明新, 殷宗泽, 吴继敏, 等. 滑坡防治工程效果的模糊综合后评价研究[J]. 岩土工程学报, 2006, 28(10):1224-1229.]
[12] Wu Zhijian, Ma Wei, Sheng Yu, et al. Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions[J]. Rock and Soil Mechanics, 2005, 26(8):1288-1293.[吴志坚, 马巍, 盛煜, 等. 通风管、抛碎石和保温材料保护冻土路堤的工程效果分析[J]. 岩土力学, 2005, 26(8):1288-1293.]
[13] Sun Zhizhong, Ma Wei, Li Dongqing. Study of adjusting temperature effect of ripped-rock in-situ[J]. Rock and Soil Mechanics, 2006, 27(11):2001-2004.[孙志忠, 马巍, 李东庆. 冻土区块石护坡路基调温效果试验研究[J]. 岩土力学, 2006, 27(11):2001-2004.]
[14] Wang Aiguo, Ma Wei, Wu Zhijian. Study on the influence of sand and gravel layer thickness up block-stone embankment on cooling effect of frozen soil foundation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13):2333-2341.[王爱国, 马巍, 吴志坚. 块石路堤上覆砂砾石厚度对冻土路基冷却效果的影响研究[J]. 岩石力学与工程学报, 2005, 24(13):2233-2241.]
[15] Sheng Yu, Zhang Jianming, Liu Yongzhi, et al. Thermal regime in the embankment of Qinghai-Tibetan Highway in permafrost regions[J]. Cold Regions Science and Technology, 2002, 35:35-44.
[16] Zhang Kun, Li Dongqing, Tao Kun, et al. Study of the long-term cooling effect of special embankments of high-grade highways in permafrost regions[J]. Journal of Glaciology and Geocryology, 2014, 36(4):976-986.[张坤, 李东庆, 陶坤, 等. 多年冻土区高等级公路特殊路基长期降温效果研究[J]. 冰川冻土, 2014, 36(4):976-986.]
[17] Zadeh L A. Fuzzy sets[J]. Information and Control, 1965, 8:338-353.
[18] Chen Tingfang, Cu Peng, Yao Lingkan. Impact of highway engineering construction on geological environment in southwest mountain area:fuzzy synthetic evaluation[J]. Journal of Natural Disasters, 2006, 15(3):8-13.[陈廷方, 崔鹏, 姚令侃. 西南山区公路工程建设对地质环境的影响:模糊综合评价[J]. 自然灾害学报, 2006, 15(3):8-13.]
[19] Xie Jijian, Liu Chengping. The method of fuzzy mathematics and its application[M]. Wuhan:Huazhong University of Science and Technology Press, 2000.[谢季坚, 刘承平. 模糊数学方法及其应用[M]. 武汉:华中科技大学出版社, 2000.]
[20] Xu Xiaozu, Sun Binxiang, Lai Yuanming, et al. Study on the long-term effects of ballast embankment of the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2004, 26(1):101-105.[徐祖, 孙斌祥, 赖远明, 等. 青藏铁路片石路基长期使用效果分析[J]. 冰川冻土, 2004, 26(1):101-105.]
[21] Lai Yuanming, Zhang Luxin, Xu Weize, et al. Temperature features of broken rock mass embankment in the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2003, 25(3):291-296.[赖远明, 张鲁新, 徐伟泽, 等. 青藏铁路抛石路基的温度特性研究[J]. 冰川冻土, 2003, 25(3):291-296.]
[22] Ma Wei, Wu Qingbai, Cheng Guodong. Analyses of the temperature fields within an air convective embankment of crushed rock structure along the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2006, 28(4):586-595.[马巍, 吴青柏, 程国栋. 青藏铁路块石气冷结构路堤下冻土温度场变化分析[J]. 冰川冻土, 2006, 28(4):586-595.]
[23] Wu Qingbai, Zhao Shiyun, Ma Wei, et al. Monitoring and analysis of cooling effect of block-stone embankment for Qinghai-Tibet Railway[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12):1386-1390.[吴青柏, 赵世运, 马巍, 等. 青藏铁路块石路基结构的冷却效果监测分析[J]. 岩土工程学报, 2005, 27(12):1386-1390.]
[24] Chen Qiao, Hu Ke, Luo Kunli, et al. Study on the synthetical assessment model of mine eco-environments based on AHP[J]. Journal of China University of Mining & Technology, 2006, 35(3):377-383.[陈桥, 胡克, 雒昆利, 等. 基于AHP法的矿山生态环境综合评价模式研究[J]. 中国矿业大学学报, 2006, 35(3):377-383.]
[25] Xu Jianhua. Mathematical methods in contemporary geography[M]. Beijing:Higher Education Press, 2002.[徐建华. 现代地理学中的数学方法[M]. 北京:高等教育出版社, 2002.]

青海柴木铁路多年冻土区片石路基工程措施效果的模糊评价

Fuzzy evaluation of the effect of rubble roadbed engineering in permafrost regions along the Chaidaer-Muli Railway in Qinghai Province

PDF (PC)

赞

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

Metrics

本文评价

推荐阅读 0

[1]	刘亚丽, 王俊峰, 吴青柏. 多年冻土区线性工程的生态环境影响研究现状与展望[J]. 冰川冻土, 2018, 40(4): 728-737.
[2]	马素辉, 牟翠翠, 郭红, 张现凯, 栗泽苑, 张廷军. 祁连山黑河上游多年冻土区不同植被类型土壤有机碳密度分布特征[J]. 冰川冻土, 2018, 40(3): 426-433.
[3]	韩风雷, 张学富, 喻文兵, 韦良文, 周杰. 风积沙环境下高等级公路冻土块石路基降温性能分析[J]. 冰川冻土, 2018, 40(3): 528-538.
[4]	朱美壮, 王根绪, 肖瑶, 胡兆永, 宋春林, 黄克威. 青藏高原多年冻土区高寒草甸土壤水分入渗变化研究[J]. 冰川冻土, 2017, 39(6): 1316-1325.
[5]	张泽, 吴青柏, Mikhail ZHELEZNIAK, 金会军. 多年冻土区第一井——舍尔金井[J]. 冰川冻土, 2017, 39(5): 1084-1088.
[6]	陆妍, 喻文兵, 郭明, 刘伟博. 黑龙江省漠河地区土地覆被与地表温度时空变化特征研究[J]. 冰川冻土, 2017, 39(5): 1137-1149.
[7]	张轩文, 杨丽, 刘晓宏, 张秋良, 王文志, 曾小敏, 吴国菊. 大兴安岭北部多年冻土区落叶松和樟子松生长的气候响应差异研究[J]. 冰川冻土, 2017, 39(1): 165-174.
[8]	商允虎, 袁堃, 牛富俊, 吴旭阳, 李金平. 多年冻土区桥梁工程钻孔灌注桩温度场研究[J]. 冰川冻土, 2016, 38(4): 1129-1135.
[9]	宁凯, 王乃昂, 胡文峰, 张洵赫, 孙杰, 王旭. 巴丹吉林沙漠季节冻土特征[J]. 冰川冻土, 2015, 37(5): 1209-1216.
[10]	贠汉伯, 吴青柏, 芮鹏飞, 陈浩, 孙志忠, 俞祁浩, 陈继, 王俊峰. 适用于多年冻土区具有碳通量自动观测性能的OTC系统开发设计[J]. 冰川冻土, 2015, 37(2): 454-460.
[11]	朱东鹏, 董元宏, 刘戈, 彭惠. 宽幅沥青路面热效应对其下部土体热状态的影响[J]. 冰川冻土, 2014, 36(4): 845-853.
[12]	焦永亮, 李韧, 赵林, 吴通华, 肖瑶, 胡国杰, 乔永平. 多年冻土区活动层冻融状况及土壤水分运移特征[J]. 冰川冻土, 2014, 36(2): 237-247.
[13]	文晶, 王一博, 高泽永, 刘国华. 北麓河流域多年冻土区退化草甸的土壤水文特征分析[J]. 冰川冻土, 2013, 35(4): 929-937.
[14]	张伟, 王根绪, 周剑, 刘光生, 王一博. 基于CoupModel的青藏高原多年冻土区土壤水热过程模拟[J]. 冰川冻土, 2012, 34(5): 1099-1109.
[15]	陈继;徐舜华;窦顺;张鲁新. 柴木铁路沼泽化冻土区热管冷却半径的观测研究[J]. 冰川冻土, 2011, 33(4): 897-901.