【正文】 .........................................30 監(jiān)測系統(tǒng)設(shè)計(jì)概述 ........................................................................................30 監(jiān)測變量的選擇 ...........................................................................................36 監(jiān)測儀器的安裝 ...........................................................................................36 監(jiān)測儀器的選擇 .....................................................................................36 現(xiàn)場監(jiān)測儀器的布置 .............................................................................40?????????????????????? 西南交通大學(xué)碩士研究生學(xué)位論文 第 VI 頁 監(jiān)測儀器的安裝 .....................................................................................40第四章 監(jiān)測數(shù)據(jù)處理與分析 .............................................................................................45 數(shù)據(jù)的采集 ...................................................................................................45 測斜監(jiān)測數(shù)據(jù)分析 .......................................................................................46 坡體水平位移分析 .................................................................................46 測斜監(jiān)測誤差分析 ..................................................................................53 錨桿應(yīng)力監(jiān)測與分析 .............................................................................59 錨索應(yīng)力監(jiān)測及分析 .............................................................................75 混凝土應(yīng)變計(jì)與剪力筋監(jiān)測數(shù)據(jù)分析 .................................................78 K132 高邊坡工程現(xiàn)場監(jiān)測小結(jié) ..................................................................81第五章 深挖碎裂巖質(zhì)邊坡的信息化施工 .......................................................................83 邊坡信息化施工概述 ....................................................................................83 K132 高邊坡信息化施工方案設(shè)計(jì) ..............................................................83 信息化施工階段的劃分 ..........................................................................83 信息化施工監(jiān)測技術(shù)措施 ......................................................................84 防護(hù)措施的優(yōu)化完善 ..............................................................................85 K132 高邊坡信息化施工實(shí)施效果分析 ......................................................86結(jié) 論 ...............................................................................................................................................89致 謝 ...............................................................................................................................................92參考文獻(xiàn) ........................................................................................................................................93攻讀碩士學(xué)位期間發(fā)表的論文及參加的科研項(xiàng)目 ......................................................97發(fā)表論文 ..............................................................................................................97參加的科研項(xiàng)目 ..................................................................................................97 西南交通大學(xué)碩士研究生學(xué)位論文 第 1 頁第一章 緒論 研究背景與意義隨著我國經(jīng)濟(jì)的快速發(fā)展和西部大開發(fā)戰(zhàn)略的深入推進(jìn)，國民對交通運(yùn)輸?shù)男枨笤谫|(zhì)和量上都有迅猛的提升，這一狀況推動(dòng)了我國高等級公路建設(shè)的新浪潮。 noise reduction by wavelet。 Continuity model of engineering rock masses is built. The schematization method of the continuity of engineering rock mass is reported. At mountain areas the natural slope failure often occur after construction of highways. Conventional tests and clay tests from a sample illustration were conducted which bine the field features of engineering rock and some experimental data in order to obtain the putation parameters for slope stability analysis. The calculation results are provided for nonlinear finite elements (FEM) for analysis of excavated slope. The results showed that it is effective and reasonable way to determine parameters of engineering rock masses.(2) In allusion to feature of construction period for K132 cataclasite slope, some discuss have made on dynamic monitoring process. It is believed that by dynamic monitoring that diversified factors be considered and more credibility information be offered. We can grasp distortion and stress of slope roundly. The result shows that the design of monitor is prehensive and credibility.(3) Significance of field monitor on slope has been discussed. Detailed analysis on all information of monitoring have been made in order to predict the behavior of the slope and estimate the excavation stability. Undulation in displacement monitoring curve of slope both reflect abrupt changes which nature and manpower bring about and reflect influence of ambient noise. It’s important to eliminating the noise of slope’s displacement monitoring for improve veracity of slope stability evaluation. There are abroad applications in eliminating noise of signal. In this paper, wavelet analysis is used to study the methods for eliminating the noise of ?????????????????????? 西南交通大學(xué)碩士研究生學(xué)位論文 第 IV 頁slope’s displacement monitoring dates. The nonlinear wavelet threshold is used for eliminating noise of displacement monitoring dates in XiPan highway K132 slope. The results show this method is effective. (4) Construct with monitoring data is a scientific method. Grading executing, grading choosing all kinds of information and grading perfect designs were adopted in supporting works. With reference to monitoring data, adjust supporting engineering measures timely. To discuss the arrangement principle of safety monitoring instruments in engineering slopes, analyze the deformation data acquired by the monitoring instruments, study the stability of slope during digging and the actual deformation characters of slope and make a contrast with the results acquired by monitoring data.Key Words: rock slope。達(dá)到了保證工程安全、降低施工難度、保證工程措施經(jīng)濟(jì)合理的目的。第二階段，通過開挖所揭示的巖層產(chǎn)狀及鉆孔取樣獲取的信息，綜合深部位移監(jiān)測數(shù)據(jù)分析，確定本階段兩級邊坡防護(hù)設(shè)計(jì)按原方案正常施工。?????????????????????? 西南交通大學(xué)碩士研究生學(xué)位論文 第 II 頁(4)為配合 K132高