基于EAHP模型的市政隧道原位二扩四爆破效果评价Evaluation of the blasting effects of insitu two-to-four lane expansion in the municipal tunnels based on EAHP model
吴丹红,吴立,闫天俊,何瑞冰,谢玲丽,董道军
摘要(Abstract):
为准确评判隧道拆除爆破效果,保证原位二扩四市政隧道工程在爆破施工期间车辆正常通行,减少既有隧道衬砌结构爆破拆除及扩挖过程的风险,应用物元理论建立了基于EAHP的隧道爆破效果综合评价模型。首先,从爆破方案设计、爆区周边环境、爆破施工质量、爆破器材及爆破安全技术5个方面选取了29个评价因素指标,并划分为5个评价等级。其次,利用可拓变换构建初等关联函数,计算各爆破效果影响因素指标相对评价等级之间的关联度,同时引入层次分析法(AHP法)确定指标权重,根据最大关联度原则判定隧道爆破效果等级,由此建立基于可拓学-层次分析法的综合评价方法,即EAHP。结果表明,将该方法应用于浙江省楼山隧道原位二扩四工程爆破效果评价,得出爆破效果评定结果为K_(max)=K_2=-0.030 9,即原位二扩四隧道爆破效果评价级别为“爆破效果较好”,与工程实际情况相吻合。因此,基于EAHP综合评价模型选取的评价指标和权重系数合理可靠,通过可拓变换求得的最大关联度也能较好地反映隧道爆破效果等级,说明基于EAHP模型的综合评价方法对隧道爆破效果评判具有较好的适应性。
关键词(KeyWords): 物元理论;EAHP模型;原位二扩四隧道;隧道爆破效果评价
基金项目(Foundation): 国家自然科学基金项目(41672260)
作者(Author): 吴丹红,吴立,闫天俊,何瑞冰,谢玲丽,董道军
DOI: 10.19509/j.cnki.dzkq.2022.0222
参考文献(References):
- [1] 吴波,兰扬斌,杨建新,等.新建隧道爆破对临近隧道振动特性的影响研究[J].中国安全科学学报,2019,29(11):89-95.Wu B,Lan Y B,Yang J X,et al.Influence of new tunnel blasting on vibration characteristics of adjacent existing tunnel[J].China Safety Science Journal,2019,29(11):89-95(in Chinese with English abstract).
- [2] Christian K,Andre V,Markus K.A tunnel information modelling framework to support management,simulations and visualisations in mechanised tunnelling projects[J].Automation in Construction,2017,83:78-90.
- [3] Jelena N,Christian K,Janosch S.An integrated platform for design and numerical analysis of shield tunnelling processes on different levels of detail[J].Advances in Engineering Software,2017,112:165-179.
- [4] Bansal V K.Application of geographic information systems in construction safety planning[J].International Journal of Project Management,2011,31(29):66-77.
- [5] 蒋开春.明月峡长江大桥水下中深孔爆破安全技术研究[J].铁道工程学报,2019,36(7):44-47,91.Jiang K C.Research on the underwater medium-deep hole blasting safety technology for Mingyuexia Yangtze River Bridge[J].Journal of Railway Engineering Society,2019,36(7):44-47,91(in Chinese with English abstract).
- [6] Sacks1 R,Treckmann M,Rozenfeld O,et al.Visualization of work flow to support lean construction[J].Journal of Construction Engineering and Management,2009,23(12):1307-1315.
- [7] Ho C,Dzeng R.Construction safety training via e-learning:Learning effectiveness and user satisfaction[J].Computers & Education,2010,55(2):858-867.
- [8] Yi K J,Langford D.Scheduling-based risk estimation and safety planning for construction projects[J].Journal of Construction Engineering and Management,2006,21(19):626-635.
- [9] Yang H J,Chew D A S,Wu W W,et al.Design and implementation of an identification system in construction site safety for proactive accident prevention[J].Accident Analysis and Prevention,2012,48(S1):193-203.
- [10] Venugopal M,Eastman C M,Sacks R,et al.Semantics of model views for information exchanges using the industry foundation class schema[J].Advanced Engineering Informatics,2012,26(2):411-428.
- [11] 张志雄,叶雪云,殷志强,等.基于FAHP法的连续多跨渡槽拆除爆破安全评价[J].中国安全科学学报,2020,30(11):67-74.Zhang Z X,Ye X Y,Yin Z Q,et al.Safety evaluation of continuous multi-span aqueduct′s demolition blasting based on FAHP method[J].China Safety Science Journal,2020,30(11):67-74(in Chinese with English abstract).
- [12] Tan C,Tong T K,Chiu G C,et al.Non-structural fuzzy decision support system for evaluation of construction safety management system[J].International Journal of Project Management,2002,34(26):303-313.
- [13] 谭松林,黄玲,李亚伟.模糊层次综合评价在深埋隧道围岩质量分级中的应用[J].地质科技情报,2009,28(1):105-108.Tan S L,Huang L,Li Y W.Application of fuzzy-AHP comprehensive evaluation to the quality classification of wall rock in deep buried tunnels[J].Geological Science and Technology Information,2009,28(1):105-108(in Chinese with English abstract).
- [14] 张永刚,王永红,王梦恕.渤海湾海底隧道工程施工风险评估与控制分析[J].土木工程学报,2015,48(增刊1):414-418.Zhang Y G,Wang Y H,Wang M S.Risk assessment of construction for Bohai Bay Subsea Tunnel[J].China Civil Engineering Journal,2015,48(S1):414-418(in Chinese with English abstract).
- [15] 沈世伟,许君臣,代树林,等.基于熵值赋权法的节理岩体隧道爆破质量可拓学评价[J].土木工程学报,2013,46(12):118-126.Shen S W,Xu J C,Dai S L,et al.Extenics evaluation of joint rock tunnel blasting quality based on entropy weighting method[J].China Civil Engineering Journal,2013,46(12):118-126(in Chinese with English abstract).
- [16] Rozenfeld O,Sacks R,Rosenfeld Y,et al.Construction job safety analysis[J].Safety Science,2010,48(4):491-498.
- [17] Chae S,Yoshida T.Application of RFID technology to prevention of collision accident with heavy equipment[J].Automation in Construction,2010,19(3):368-374.
- [18] Guo H L,Li H.Life-cycle management of construction projects based on virtual prototyping technology[J].Journal of Management in Engineering,2010,26(1):41-47.
- [19] 梁桂兰,徐卫亚,谈小龙.基于熵权的可拓理论在岩体质量评价中的应用[J].岩土力学,2010,31(2):535-540.Liang G L,Xu W Y,Tan X L.Application of extension theory based on entropy weight in rock mass quality evaluation[J].Rock and Soil Mechanics,2010,31(2):535-540(in Chinese with English abstract).
- [20] 左昌群,陈建平.基于可拓学理论的围岩分级方法在变质软岩隧道中的应用[J].地质科技情报,2007,26(3):75-78.Zuo C Q,Chen J P.Rock mass classification based on extenics theory applied in metamorphic soft rock tunnel[J].Geological Science and Technology Information,2007,26(3):75-78(in Chinese with English abstract).
- [21] 张明磊,张益东,季明,等.基于模糊可拓综合评价方法的巷道支护参数优化[J].采矿与安全工程学报,2016,33(6):972-978.Zhang M L,Zhang Y D,Ji M,et al.Roadway support parameter optimization based on fuzzy extension synthetic evaluation[J].Journal of Mining & Safety Engineering,2016,33(6):972-978(in Chinese with English abstract).
- [22] 郭永华,龚设,康三月,等.基于层次-可拓(AHP-Extenics)模型的既有隧道衬砌结构病害评价[J].隧道建设:中英文,2020,40(增刊1):115-122.Guo Y H,Gong S,Kang S Y,et al.Disease evaluation of existing tunnel lining based on AHP-Extenics model[J].Tunnel Construction,2020,40(S1):115-122(in Chinese with English abstract).
- [23] 王述红,王斐笠,高红岩,等.基于可拓理论的边坡地震稳定性评价方法研究[J].土木工程学报,2016,49(增刊2):132-137.Wang S H,Wang F L,Gao H Y,et al.Evaluation method of seismic slope stability based on extension theory[J].China Civil Engineering Journal,2016,49(S2):132-137(in Chinese with English abstract).
- [24] 罗明明,周宏,郭绪磊,等.峡口隧道间歇性岩溶涌突水过程及来源解析[J].地质科技通报,2021,40(6):246-254.Luo M M,Zhou H,Guo X L,et al.Processes and sources identification of intermittent karst water inrush in Xiakou Tunnel[J].Bulletin of Geological Science and Technology,2021,40(6):246-254(in Chinese with English abstract).
- [25] 王剑非,刘昆珏,周文皎,等.香丽高速公路昌格洛滑坡-隧道工程病害三维数值分析[J].地质科技通报,2022,41(2):34-43.Wang J F,Liu K J,Zhou W J,et al.Three-dimensional numerical analysis of the Changgeluo landslide-tunnel engineering disaster on Shangri-La to Lijiang Highway[J].Bulletin of Geological Science and Technology,2022,41(2):34-43(in Chinese with English abstract).
- [26] 彭红明,袁有靖,李铜邦,等.青海天峻新关角隧道涌排水水源识别与量化分析[J].地质科技通报,2022,41(1):60-70.Peng H M,Yuan Y J,Li T B,et al.Identification and quantitative analysis of groundwater discharged from New Guanjiao Tunnel in Tianjun,Qinghai[J].Bulletin of Geological Science and Technology,2022,41(1):60-70(in Chinese with English abstract).