![]() |
|
以作者查詢圖書館館藏 、以作者查詢臺灣博碩士 、以作者查詢全國書目 、勘誤回報 、線上人數:27 、訪客IP:3.149.255.69
姓名 吳昭毅(Chao-Yi Wu) 查詢紙本館藏 畢業系所 應用地質研究所 論文名稱 透地雷達在航道舖面檢測之應用 相關論文 檔案 [Endnote RIS 格式]
[Bibtex 格式]
[相關文章]
[文章引用]
[完整記錄]
[館藏目錄]
[檢視]
[下載]
- 本電子論文使用權限為同意立即開放。
- 已達開放權限電子全文僅授權使用者為學術研究之目的,進行個人非營利性質之檢索、閱讀、列印。
- 請遵守中華民國著作權法之相關規定,切勿任意重製、散佈、改作、轉貼、播送,以免觸法。
摘要(中) 由於飛機起降滑行所造成負重及環境因素影響之下,機場航道之
鋪面強度將逐漸減弱,損壞將逐漸形成,因此需藉由檢測工作確切了
解鋪面強度現況及受損程度及受損位置,來提供航道損壞位置,進而
有效執行維修工作,並提升鋪面使用年限。
近年來透地雷達在台灣已開始應用於各種鋪面檢測上,效果相當
不錯,故本研究主要探討之目的為:
1. 以透地雷達分析剛性鋪面之厚度及可能之損壞淘空位置之分
析鑑別。
2. 探討平坦度調查、落重撓度儀調查、裂縫調查與透地雷達資料
比較分析之異同。關鍵字(中) ★ 透地雷達
★ 航道鋪面關鍵字(英) 論文目次 I
第一章緒論.................................................................................................1
1.1 研究動機與目的.......................................................................1
1.2 文獻回顧...................................................................................2
1.3 本文內容...................................................................................3
第二章透地雷達基本原理.........................................................................4
2.1 電磁波特性及地層電性.......................................................4
2.2 介質電性................................................................................6
2.3 低損耗介質中之電磁波特性...............................................8
2.4 地層之速度分析方式...........................................................13
第三章透地雷達作業概述.........................................................................18
3.1 儀器選擇................................................................................18
3.2 野外探測................................................................................22
3.2.1 野外施測方式.................................................................22
3.2.2 測線配置.........................................................................24
3.2.3 野外施測參數.................................................................26
3.3 資料處理................................................................................31
3.4 現場調查規劃原則................................................................32
第四章航道鋪面破壞位置彙整及厚度分析............................................35
4.1 北場........................................................................................36
4.1.1 北跑道(05-23).................................................................36
4.1.2 滑行道(N1~N11)............................................................52
4.1.3 滑行道(NP).....................................................................63
4.1.4 滑行道(NC) ....................................................................67
4.1.5 停機坪.............................................................................72
4.2 南場........................................................................................78
4.2.1 南跑道(06-24).................................................................78
4.2.2 滑行道(S1~S8) ...............................................................98
4.2.3 滑行道(SP) .....................................................................106
4.2.4 滑行道(SC) .....................................................................114
4.2.5 滑行道(SS) .....................................................................117
4.3 聯絡滑行道............................................................................121
4.3.1 聯絡滑行道(EC).............................................................121
4.3.2 聯絡滑行道(WC) ...........................................................124
4.4 鋪面厚度分析........................................................................130
第五章相關檢測方法與透地雷達資料比較分析....................................135
5.1 平坦度調查...............................................................................135
5.2 裂縫調查...................................................................................137
5.3 落重撓度儀調查.......................................................................139
5.4 綜合比較分析...........................................................................141
第六章結論.................................................................................................144
參考文獻........................................................................................................146參考文獻 Annan, A. P., and Davis, J. L., 1976,Impluse radar sounding permafrost: Radio
Science, 11, 383-394.
Annan, A. P., and Davis, J.L., 1977, Radar range analysis for geological
materials: Geological Survey of Canada, Report of Activities Part B:
GSC Paper 77-1B.
Bae, S.H., Kim, H.S. and Yoon, W.S., 1996, Case studies on the application of
ground penetrating radar technology in detection of underground utilities
and structure safety diagnosis: 6th International Conference on Ground
Penetrating Radar, 462-472.
Grandjean, G., and Goury, J. C., 1996, GPR data processing for 3D
fracture mapping in a marble quarry (Thassos, Greece): Journal of
applied geophysics, 36,19~30.
Grasmueck, M., 1996, 3-D ground penetrating radar applied to fracture
imaging in gneiss: Geophysics, 61, 1050-1064.
Davis, J., and Annan, A. P., 1989, Ground penetrating radar for
high-resolution mapping of soil and rock stratigraphy: Geophys.
Prosp., 7, p.531-551.
Davis, J., Les, Rossiter, J.R., Mesher, Darel E., and Dawley, Cece B., 1992,
Road Radar Ltd, 14535-118 Avenue, Edmonton, Alberta, Canada,
319-332.
Sensors & Software Inc., 1996, GPR frequency selection, EKKO Update,
October, 1996.
Sensors & Software Inc., 1996, GPR sounding in water, EKKO Update,
October, 1996.
Sensor & Software Inc., 1996, Pulse EKKO 100 Run, User’s Guide. Version
1.2.
Sensors & Software Inc., 1996, Pulse EKKO 1000 Run, User’s Guide. Version
1.2.
Smith, D. G., and Jol, H. M., 1992, GPR investigation of a lake Bonneville
delta, Prove level, Brigham City, Utah: Geology, 1083-1086.
Ulriksen, C.P.F., 1982, Application of impulse radar to civil engineering: Ph.D.
thesis, Dept of Eng. Geol., Lund Univ. of Tech., Sweden, 175p.
Lau, C.L., Scullion, T., and Chan, P., 1992, Using ground penetrating radar
technology for pavement evaluations in Texas, USA: Geological Survey
of Finland: Special Paper 16, 277-284.
Parry, N. S. and Davis, J. L., 1992, GPR systems for roads and bridge:
Geological Survey of Finland, Special Paper 16, 247-257.
Weil, G.J., 1992, Non-destructive testing of bridge, Highway and airport
pavements: Geological Survey of Finland: Special Paper 16, 259-266.
Maser, K., 1992, Highway speed radar for pavement and bridge deck evaluation:
Fourth International Conference on Ground Penetrating Radar, 1992,
Geological Survey of Finland, Special Paper 16, p. 267-276.
楊潔豪、陳兆年、王仲宇、林銘郎,1997,透地雷達探測技術與其在土木
工程上之非破壞檢測應用:檢測科技, v.15, n.3, 109-119。
廖國彰,1993,透地雷達應用於淺地層之個案分析,國立中央大學地球物
理研究所碩士論文,82 頁。
楊潔豪、廖國彰,1994,透地雷達探測與應用,地質,14, 115-128。
Scullion, T., Lau, C.L., and Chen, Y., 1994, Implementation of the Texas ground
penetrating radar system: Texas transportation institute, research report
1233-1, 84p.
Saarenketo, T., and Scullion, T., 1994, Ground penetrating radar applications on
roads and highways: Texas transportation institute, research report
1923-2F, 37p.
Dix, C. H., 1955, Seismic velocities from surface measurements: Geophysics,
20, 68-86.
Greaves, R. J., Lesmes, D. P., Lee, J. M., and Toksoz, 1996, Velocity
variations and water content estimated from multi-offset ground
penetrating radar, 61, 683-695.
Annan, A. P., 1992, Ground penetrating radar workshop notes, Sensors &
Software Inc.
洪翊翔,1995,透地雷達法及地電法於淺層構造調查之研究,國立中
央大學應用地質研究所碩士論文,共89 頁。
周志國,1994,透地雷達法於地下水調查之研究,國立中央大學應用
地質研究所碩士論文,共175 頁。
楊潔豪等,1999,透地雷達在公路鋪面上之應用與其模擬研究(一)
(二),交通部科技顧問室。指導教授 楊潔豪(Chieh-Hou Yang) 審核日期 2003-7-11 推文 plurk
funp
live
udn
HD
myshare
netvibes
friend
youpush
delicious
baidu
網路書籤 Google bookmarks
del.icio.us
hemidemi
myshare