本文選題：隧道 + 施工監(jiān)控量測�。� 參考：《南昌工程學(xué)院》2015年碩士論文

【摘要】：在隧道施工過程中,監(jiān)控量測具有確保安全,指導(dǎo)施工、反饋信息、修正設(shè)計(jì)、積累資料的重要作用,因此不可缺少。本文建立在對夏村隧道進(jìn)行監(jiān)控量測的基礎(chǔ)之上,通過監(jiān)控量測,能夠觀測到監(jiān)控?cái)嗝娴淖冃瘟看笮?可以預(yù)測到檢測斷面的最終變形量以及二襯施做的合理時(shí)機(jī),并且通過使用黃金分割,應(yīng)用相關(guān)軟件,找到了滿足實(shí)際變形值的隧道圍巖參數(shù)。這些等效的圍巖參數(shù)值要比室內(nèi)實(shí)驗(yàn)獲得的參數(shù)值有更大的實(shí)際工程應(yīng)用價(jià)值。本文主要內(nèi)容包括:1)對三柳高速夏村隧道的工程背景、工程條件進(jìn)行調(diào)研和分析。2)根據(jù)規(guī)范并結(jié)合實(shí)際現(xiàn)場情況,制定出監(jiān)控量測的工作方案,并嚴(yán)格按照該方案執(zhí)行監(jiān)控量測工作,將每天的檢測結(jié)果進(jìn)行匯總和整理,向施工單位定期提交檢測報(bào)告。3)利用實(shí)際得到的檢測數(shù)據(jù),分別根據(jù)指數(shù)函數(shù)、雙曲函數(shù)、對數(shù)函數(shù)對它們進(jìn)行回歸分析,找出吻合度最高的一種函數(shù),然后通過回歸函數(shù)預(yù)測該斷面的最終變形以及二襯施做的合理時(shí)機(jī)。4)以ZK5+760斷面的變形數(shù)據(jù)為依據(jù),建立模型,進(jìn)行位移反演分析,得到了與實(shí)際變形情況相符合情況下的等效圍巖參數(shù),以此參數(shù)為依據(jù),利用FLAC3D數(shù)值模擬,可以為接下來隧道的施工以及設(shè)計(jì)提供必要的依據(jù)。本文利用了夏村隧道圍巖變形的監(jiān)控量測的數(shù)據(jù),完成了變形回歸分析工作,這樣能使得監(jiān)控量測工作所得到的實(shí)際數(shù)據(jù)更好地為隧道的現(xiàn)場施工服務(wù)。利用夏村隧道的實(shí)測數(shù)據(jù),完成了圍巖參數(shù)位移反演分析,這為夏村隧道的等效參數(shù)獲取提供了一種更加省時(shí)、經(jīng)濟(jì)的方法,當(dāng)遇到相似情況時(shí),可以以此為一定的借鑒,同時(shí)對隧道工程領(lǐng)域中反分析法的使用有借鑒之意義。
[Abstract]:In the process of tunnel construction, monitoring and measurement plays an important role in ensuring safety, guiding construction, feedback information, modifying design and accumulating data, so it is indispensable. Based on the monitoring measurement of Xiacun tunnel, the deformation of the monitoring section can be observed, the final deformation of the monitoring section can be predicted and the reasonable time for the second line application can be predicted. Through the use of golden section and relevant software, the parameters of tunnel surrounding rock that meet the actual deformation value are found. These equivalent values of surrounding rock parameters have more practical application value than those obtained by indoor experiments. The main contents of this paper include: (1) investigation and analysis of the engineering background and engineering conditions of Sanliu Expressway Xia Village Tunnel. (2) according to the specifications and combined with the actual situation of the site, the work plan of monitoring and measuring is worked out. And strictly according to the program to carry out the monitoring and measurement work, the daily test results will be summarized and arranged, regularly submitted to the construction unit testing report .3) using the actual test data, respectively according to the exponential function, hyperbolic function, The logarithmic function makes regression analysis on them, finds out one of the functions with the highest degree of coincidence, and then predicts the final deformation of the section by regression function and the reasonable time. 4) based on the deformation data of ZK5 760 section, the model is established. The equivalent surrounding rock parameters in accordance with the actual deformation are obtained by the displacement inversion analysis. Based on these parameters and the FLAC3D numerical simulation, the necessary basis for the construction and design of the following tunnel can be provided. This paper makes use of the monitoring data of the surrounding rock deformation of Xicun Tunnel and completes the work of deformation regression analysis, which can make the actual data obtained from the monitoring and measuring work better serve for the construction of the tunnel. Based on the measured data of Xiacun tunnel, the displacement inversion analysis of surrounding rock parameters is completed, which provides a more time-saving and economical method for obtaining equivalent parameters of Xiacun tunnel. At the same time, it can be used for reference in the field of tunnel engineering.
【學(xué)位授予單位】：南昌工程學(xué)院
【學(xué)位級別】：碩士
【學(xué)位授予年份】：2015
【分類號(hào)】：U456.3

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本文編號(hào)：1807881