本文關(guān)鍵詞： TBM掘進(jìn) 深部復(fù)合地層 模糊綜合評判 層次分析法 評價指標(biāo)體系 TBM選型 掘進(jìn)適應(yīng)性 軟件開發(fā)　出處：《北京交通大學(xué)》2017年碩士論文　論文類型：學(xué)位論文

【摘要】：隨著我國交通、水利和資源開發(fā)基礎(chǔ)設(shè)施建設(shè)重心向西部遷移,深長隧道的修建必不可少。從技術(shù)、經(jīng)濟(jì)和工期綜合比較,采用TBM工法是首選。由于在深部復(fù)合地層條件下TBM工法的選用和實(shí)施會遇到較多困難,因此需要對其選型與掘進(jìn)適應(yīng)性進(jìn)行深入分析。本論文采用理論分析和軟件編程方法,對深部復(fù)合地層TBM選型及掘進(jìn)適應(yīng)性評價進(jìn)行了深入研究。論文的主要工作和取得成果如下。(1)通過廣泛調(diào)研國內(nèi)外研究現(xiàn)狀,結(jié)合專家意見及工程案例,篩選了與TBM選型及掘進(jìn)適應(yīng)性強(qiáng)相關(guān)的TBM設(shè)計、地質(zhì)特征條件、不良地質(zhì)問題及施工組織等因素;構(gòu)建了 TBM選型指標(biāo)體系與TBM掘進(jìn)適應(yīng)性指標(biāo)體系。(2)首先采用模糊綜合評價理論確定了選型及掘進(jìn)適應(yīng)性指標(biāo)模糊隸屬函數(shù);然后采用層次分析法確定了全部評價指標(biāo)的權(quán)重與排序;在此基礎(chǔ)上構(gòu)建了深部復(fù)合地層TBM選型與掘進(jìn)適應(yīng)性的評價模型。(3)基于TBM選型和掘進(jìn)適應(yīng)性評價模型,采用Microsoft的Visual Studio平臺和Access數(shù)據(jù)庫以及Visual C#計算機(jī)語言,開發(fā)了"深部復(fù)合地層TBM選型及掘進(jìn)適應(yīng)性評價專家系統(tǒng)"專業(yè)評價軟件;該軟件具有計算準(zhǔn)確高效、功能多樣、操作過程與結(jié)果實(shí)時顯現(xiàn)、數(shù)據(jù)環(huán)境安全等特點(diǎn)。(4)采用所開發(fā)的評價軟件,對遼西北供水工程、重慶軌道交通6號線工程、引大濟(jì)湟引水工程、達(dá)坂隧道工程四項代表性工程的TBM選型與掘進(jìn)適應(yīng)性進(jìn)行了評價,評價結(jié)果與實(shí)際工程相比表明,所推薦的機(jī)型合理,掘進(jìn)適應(yīng)度與實(shí)際隧道掘進(jìn)情況相符,表明了該評價軟件具有準(zhǔn)確性與實(shí)用性。本文的研究成果為深部復(fù)合地層TBM選型與掘進(jìn)適應(yīng)性評價提供了有效的分析工具,具有重要的理論和工程實(shí)用價值。
[Abstract]:With the transportation, water conservancy and resource development infrastructure construction moving to the west, the construction of deep and long tunnels is essential. TBM method is the first choice. Because the selection and implementation of TBM method in deep complex strata will meet many difficulties, it is necessary to analyze its selection and tunneling adaptability deeply. This paper adopts theoretical analysis and software programming method. In this paper, the selection of TBM in deep composite strata and the evaluation of tunneling adaptability are studied in depth. The main work and achievements are as follows: 1) through extensive investigation of the present research situation at home and abroad, combined with expert opinions and engineering cases, The factors of TBM design, geological characteristics, bad geological problems and construction organization related to the selection of TBM and the adaptability of tunneling are selected. The index system of TBM selection and the index system of adaptability of TBM tunneling are constructed. Firstly, the fuzzy membership function of selection and adaptability index of tunneling is determined by fuzzy comprehensive evaluation theory. Then the weight and ranking of all evaluation indexes are determined by AHP, and the evaluation model of TBM selection and tunneling adaptability of deep composite strata is constructed based on TBM type selection and tunneling adaptability evaluation model. Based on Microsoft's Visual Studio platform, Access database and Visual C # computer language, the professional evaluation software of "expert system of TBM selection and adaptability evaluation for excavating in deep composite strata" is developed, which has the advantages of accurate calculation, high efficiency and various functions. The operating process and results are displayed in real time, the data environment is safe and so on. Using the developed evaluation software, the water supply project of northwest Liaoning, the project of Chongqing Rail Transit Line 6, and the diversion project of Da Ji Huang water diversion project are introduced. The TBM selection and tunneling adaptability of four representative projects in Daban Tunnel Project are evaluated. The evaluation results show that the recommended models are reasonable and the tunneling fitness is consistent with the actual tunneling situation. It is shown that the evaluation software is accurate and practical. The research results of this paper provide an effective analysis tool for the selection of TBM in deep composite strata and the evaluation of road-digging adaptability, and have important theoretical and engineering practical value.
【學(xué)位授予單位】：北京交通大學(xué)
【學(xué)位級別】：碩士
【學(xué)位授予年份】：2017
【分類號】：U455.3

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 董泗龍;;敞開式TBM斷層破碎帶脫困技術(shù)[J];隧道建設(shè);2016年03期

2 溫森;楊圣奇;董正方;趙麗敏;;深埋隧道TBM卡機(jī)機(jī)理及控制措施研究[J];巖土工程學(xué)報;2015年07期

3 張景春;;鉆爆法與TBM盾構(gòu)機(jī)施工技術(shù)特點(diǎn)比較[J];交通世界(運(yùn)輸.車輛);2015年06期

4 惠世前;金長文;;CCS水電站大斷面長隧洞雙護(hù)盾TBM掘進(jìn)技術(shù)[J];云南水力發(fā)電;2014年05期

5 劉泉聲;黃興;時凱;朱元廣;;深部擠壓性地層TBM掘進(jìn)卡機(jī)孕育致災(zāi)機(jī)理[J];煤炭學(xué)報;2014年S1期

6 劉冬;;鉆爆法與TBM 隧洞開挖[J];黑龍江科技信息;2014年04期

7 蔡美峰;冀東;郭奇峰;;基于地應(yīng)力現(xiàn)場實(shí)測與開采擾動能量積聚理論的巖爆預(yù)測研究[J];巖石力學(xué)與工程學(xué)報;2013年10期

8 房敦敏;劉寧;張傳慶;褚衛(wèi)江;陳曉江;;高地應(yīng)力區(qū)大直徑TBM掘進(jìn)巖爆風(fēng)險控制[J];巖石力學(xué)與工程學(xué)報;2013年10期

9 周衛(wèi)霞;;TBM在富水帶的施工技術(shù)措施[J];石家莊鐵路職業(yè)技術(shù)學(xué)院學(xué)報;2013年03期

10 于洋;馮夏庭;陳炳瑞;肖亞勛;豐光亮;李清鵬;;深埋隧洞不同開挖方式下即時型巖爆微震信息特征及能量分形研究[J];巖土力學(xué);2013年09期

相關(guān)博士學(xué)位論文 前1條

1 楊艷娜;西南山區(qū)巖溶隧道涌突水災(zāi)害危險性評價系統(tǒng)研究[D];成都理工大學(xué);2009年

相關(guān)碩士學(xué)位論文 前2條

1 姚樂;復(fù)合地層土壓平衡盾構(gòu)掘進(jìn)適應(yīng)性評價[D];北京交通大學(xué);2015年

2 尹俊濤;與TBM相關(guān)的主要工程地質(zhì)問題研究[D];中南大學(xué);2005年

，

本文編號：1541659