| 研究生: |
張浼珣 Chang, Mei-Hsun |
|---|---|
| 論文名稱: |
初步液化潛能分區法之研究 |
| 指導教授: |
陳景文
none |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 論文出版年: | 2005 |
| 畢業學年度: | 93 |
| 語文別: | 中文 |
| 論文頁數: | 126 |
| 中文關鍵詞: | 初步 、液化潛能分區法 |
| 相關次數: | 點閱:40 下載:4 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
921地震於臺灣帶來嚴重災害,使土壤液化問題受到廣泛重視,土壤液化之傳統評估方法,著重於分析數量龐大之鑽探資料,不僅需時過於冗長且所費不貲,若僅採用少數鑽孔資料進行評估則可能造成判斷錯誤;而本研究有別於傳統方式,藉由相關條件之引入,提出一簡易之液化潛能分區評估方法。
本研究以921地震中土壤液化嚴重之大村鄉、員林鎮、社頭鄉進行探討,採用網格分劃之方式,配合水系、地下水位、地形、土壤、沉積年代等五種圖層,施以土壤液化相關套疊分析,發展出一套初步液化潛能分區評估法,期望以較簡易且低成本之室內分析方式,區分液化潛能極高與液化潛能極低之區域,其評估結果雖趨於保守,但已具有初步區分液化潛能高低之功用,對於辨識部分特殊高液化潛能地區之效果具有一定之可信度;將此法套用於高雄市,期所得成果可供未來之相關工程作初步規劃與設計之參考依據。
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參考文獻
1.日本道路橋協會,日本道路協會規範法,1990。
2.日本道路橋協會,道路示方書,同解說,Ⅴ耐震設計編,1996。
3.內政部營建署,建築物耐震設計規範及解說,1997。
4.方中權、陳秋宗,高雄都會區地質調查研究(九十一年度),經濟部中央地質調查
所,2002。
5.方中權、許建裕,高雄都會區地質調查研究(九十二年度),經濟部中央地質調查所,
2003。
6.吳偉特,”台灣地區砂性土壤液化潛能之初步研究”,土木水利,第六卷,第二期,第39-
70頁,1979。
7.何春蓀,台灣地質概論-台灣地質圖說明書,經濟部中央地質調查所,1986。
8.李崇正,台北盆地土壤液化潛能圖之製作研究,國家地震工程研究中心,1997。
9.李德河、古志生、林宏明、田坤國、高清泉、林鋕鋒,”地盤液化與沉陷”,1999集集大
地震災害調查研討會論文集,第D81~D101頁,1999。
10.亞新工程顧問股份有限公司,土壤液化評估與處理對策研擬第一期計畫(彰化縣員林鎮、
大村鄉及社頭鄉)土壤液化現狀調查報告,行政院國家科學委員會,2000。
11.林宏達、李咸享、高景盛,”建立土壤液化潛能圖的模式研究”,中國土木水利工程學
刊,第七卷,第三期,第363-369頁,1995。
12.林宏翰,高雄都會區土壤液化潛能評估,碩士論文,國立成功大學土木工程研究所,
2000。
13.林朝棨、周瑞燉,台灣地質,台灣省文獻委員會,1974。
14.洪士凱,鄉城地區液化潛能分區之研究,碩士論文,國立成功大學土木工程研究所,
2004。
15.夏啟明,細料塑性程度對台北盆地粉泥質砂液化潛能之影響,碩士論文,國立台灣大學土
木工程研究所,1992。
16.翁作新、褚炳麟、林炳森,”員林、霧峰及南投地區土壤液化特性”,地工技術雜誌,第
8l期,第47-56頁,2000。
17.陳景文,台南主要經建區域之土壤液化潛能評估,國家地震工程研究中心,NCREE-99-043
-,1999。
18.陳景文,高雄縣土層液化潛能評估,國家地震工程研究中心,NCREE-99-047-,1999。
19.陳銘鴻、陳景文、李維峰、王志榮、辜炳寰,簡易液化評估方法之修正與微分區應用,土
壤液化問題之回顧與展望,2002。
20.黃鈺雯,高雄市土壤液化潛能分析與GIS資料庫之建製,碩士論文,國立成功大學土木工
程系研究所,2004。
21.Casagrande, A. “Characteristics of cohesion less soils affecting the
stability of slopes and earth fills”, Journal of the Boston Society of Civil
Engineering, reprinted in Contribution to Soil Mechanics, Boston Society of
Civil Engineers, 1940, pp.257-276, 1936.
22.Castro, G., “Liquefaction and Cyclic Mobility of Sands”, Journal of he
Geotechnical Engineering Division, ASCE, Vol. 101, No.GT6, pp.551-569, 1975.
23.Chung, K. Y. C. and Wong, I. H., “Liquefaction Potential of Soils with
Plastic Fines”, Soil Dynamics and Earthquake Engineering Conference.
Southampton, pp.887-897, 1982.
24.Guo, T. and Prakash, S., “Liquefaction Silt-Clay Mixtures”. Proc. 11 World
Conf. On Earthquake Engg Auckland NZ, CD Rom, 2000.
25.Hazen, A. “Hydraulic fill dams”, ASCE, Vol. 83, pp.1713-1745, 1920.
26.Ishihara, K. and Watande, T., “Sand Liquefaction through Volume Decrease
Potential”, Soils and Foundations, Vol.16, No.4, pp.61-70, 1976.
27.Ishihara, K., Sodekawa, M. and Tanaka, Y., “Effect of Over consolidation on
Liquefaction Characteristic of Sand Containing Fine”, Dynamic Geotechnical
Test, American Society for Testing and Materials, pp.246-264, 1978.
28.Ishihara, K., “Stability of Natural Deposits during Earthquakes”,
Proceedings of 11th International Conference on Soil Mechanics and Foundation
Engineering, Vol. 1, pp. 321-376, 1985.
29.Ishihara, K. and Yoshimi, M., “Evaluation of Settlement in Sand Deposits
Following Shear Loading”, Soils and Foundations, Vol.32, No.1 pp. 178-188,
1992.
30.Ishihara, K., “Liquefaction and Flow Failure during Earthquakes”,
Geotechnique, Vol.43, No.3, pp. 351-415, 1993.
31.Iwasaki, T., Tatsuoka, F. and Yasuda, S., “A Practical Method for Assessing
Soil Liquefaction Potential Based on Case Studies at Various Sites in Japan”,
Proceedings, Second International Conference Microzonation Safer Construction
Research Application, Vol.2, pp.885- 896, 1978.
32.Iwasaki, T., Arakawa, T. and Tokida, K., “Simplified Procedures for Assessing
Soil Liquefaction During Earthquakes”, Soil Dynamics and Earthquake
Engineering Conference, Southampton, pp. 925-939, 1982.
33.Iwasaki, T., “Soil Liquefaction Study in Japan: State-of-the-Art”, Soil
Dynamics and Earthquake Engineering, Vol. 5, No. 1, pp. 1-68, 1986.
34.Juang, C. H., Chen, C. J., Tang, W. H. and Rosowsky D. V., “CPT- based
liquefaction analysis, Part 1: Determination of limit state function”,
Geotechnique, Vol.50. No. 5, pp. 583-592, 2000a.
35.Juang, C. H., Chen, C. J., Tang, W. H. and Rosowsky D. V., “CPT- based
liquefaction analysis, Part 2: Reliability for design”, Geotechnique, Vol.50
No. 5, pp. 593-599, 2000b.
36.Juang, C. H., Chen, C. J., Jiang, T., and Andrus, R. D., “Risk-based
Liquefaction Potential Evaluation Using Standard Penetration Tests”, Canadian
Geotechnical Journal, Vol. 37, No. 6, pp. 1195-1208, 2000.
37.Juang, C. H., Yuan P. H., Lee, D. H. and Ku, C. S., “Assessing CPT-Based
Methods for Liquefaction Evaluation with Emphasis on the Cases from the
Chi-Chi, Taiwan Earthquake”, Soil Dynamics and Earthquake Engineering,
(accepted).
38.Karmer, S. L., Geotechnical Earthquakes Engineering, Prentice-Hall
International Series in Civil Engineering and Engineering Mechanics, New
Jersey, 1996.
39.Lee, K. L. and Fitton, J. A., “Faction Affecting the Cyclic Loading Strength
of Soil”. Vibration Effects of Earthquake on Soils the Foundations, ASTM, STP
450, pp.71-96, 1969.
40.Liao, S. C. and Whitman, R. V., “Overburden Correction Factors for SPT in
Sand”, Journal of Geotechnical Engineering, ASCE, Vol. 112, No. GT3, pp. 373
-377, 1986.
41.Liao, S. C., Veneziano, D. and Whitman, R. V., “Regression Models for
Evaluation Liquefaction Probability”, Journal of Geotechnical Engineering,
.4SCE, Vol.114, No.4, pp.389-441, 1988.
42.Mulilis, J. P., Chan, C. K., and Seed, H. B., “The Effects of Method of
Sample Preparation on the Cyclic Stress Strain Behavior of Sands”, EERC
Report 75-18, 1975.
43.Olsen, R. S., “Cyclic Liquefaction Based on the Cone Penetrometer test”, In
Proceedings of the 1996 NCEER Workshop on Evaluation of Liquefaction
Resistance of Soil. Edited by T.L. Youd and I.M. Idriss. NCEER-97-0022,
pp.225-276, 1998.
44.Peacock, W. H. and Seed, H. B., “Sand Liquefaction under Cyclic Loading
Simple Shear Conditions”, Journal of Soil Mechanics and Foundations Division,
ASCE, Vol.94, No. SM3, May, pp.689-708, 1968.
45.Robertson, P. K. and Wride, C. E., “Cyclic Liquefaction and Its Evaluation
Based on the SPT and CPT”, Proceeding of the NCEER Workshop on Evaluation of
Liquefaction Resistance of Soils, Edited by T. L. Youd and 1. M. ldriss.
NCEER-97-0022. pp. 41-88, 1997.
46.Robertson, P. K. and Wride, C. E., “Evaluating Cyclic Liquefaction Potential
Using the Cone Penetration Test”, Canadian Geotechnical Journal, Vol.35,
pp.442-459, 1998.
47.Robertson, P. K. and Wride, C. E., “Cyclic Liquefaction and its Evaluation
Based on SPT and CPT”, Proceedings of the NCEER Workshop on Evaluation of
Liquefaction Resistance of Soil, Edited by Youd T. L. and Idriss I.M.,
NCEER-97-0022, pp.41-88, 1998.
48.Seed, H. B. and Lee, K. L., “Pore Water Pressure in Earth Slopes Under
Seismic Loading Conditions”, Proc. 4th World Conference on Earthquake
Engineering, Vol.3, No. A-S, pp.1-11, 1967.
49.Seed, H. B. and Idriss, I. M., “Analysis of Soil Liquefaction: Niigata
Earthquake”, Journal of the Soil Mechanics and Foundations Division, ASCE,
Vol.93, No.SM3, pp.83-108, 1967.
50.Seed, H.B. and Idriss, I. M., “Rock Motion Accelerograms for High- magnitude
Earthquakes”, Report 69-7 .Earthquake Engineering Research Center, University
of California, Berkeley, 1969.
51.Seed, H. B. and Idriss, I. M., “Simplified Procedure for Evaluating Soil
Liquefaction Potential”, Journal of the Soil Mechanics and Foundations
Division, ASCE, Vol.97, No.SM9, pp.1249-1273, 1971.
52.Seed, H. B. and Peacock, W. H., “Test Procedures for Measuring Soil
Liquefaction Characteristics”, Journal of the Soil Mechanics and Foundations
Division, ASCE, Vol.97, No.SM8, pp.1099-1119, 1971.
53.Seed, H. B., Lee, K. L., Idriss, I. M. and Makdisi, F. I., “Analysis of the
Slides in the San Femando Dams During the Earthquake of February 9, 1971”,
Report No. EERC 73-2, Earthquake Engineering Research Center, University of
California, Berkeley, California, 1973.
54.Seed, H. B., Idriss, I. M., Makdisi, F. and Banerji, N., “Representation of
Irregular Stress Time Histories by Equivalent Uniform Stress Series in
Liquefaction Analysis”, EERC Report 75-29, Earthquake Engineering Research
Center, University of California, Berkeley, 1975.
55.Seed, H. B. and Idriss, I. M., “Analysis of Soil Liquefaction: Niigata
Earthquake”, Journal of the Soil Mechanics and Foundations Division. ASCE,
Vol.93, No.SM3, Proc. Paper 4233, May, 1976.
56.Seed, H. B., Mori, K. and Chan, C. K., “Influence of Seismic History on
Liquefaction of Sands”, Journal of Geotechnical Engineering Division, ASCE,
Vol.103, No.GT4, pp.246-270, 1977.
57.Seed, H. B., “Soil Liquefaction and Cyclic Mobility Evaluation for Level
Ground During Earthquake”, Journal of the Geotechnical Engineering Division,
ASCE, Vol.105, No.GT2, pp.201-255, 1979.
58.Seed, H. B., and Idriss, I. M.,“Ground Motion and Soil Liquefaction During
Earthquakes”, Earthquake Engineering Research Institute Monograph, 1982.
59.Seed, H.B., Idriss, I.M. and Arango, I., “Evaluation of Liquefaction
Potential Using Field Performance Data”, Journal of Geotechnical Engineering,
ASCE, Vol.109, No.GT3, pp.458-482, 1983.
60.Seed, H. B., Tokimatsu, L. F., Harder and Chunq, R.M., “The Influence of SPT
Procedures In Soil Liquefaction Resistance Evaluation”, Report No.
UBC/eerc-84/15, Earthquake Research Center, University of California,
Berkeley, California, 1984.
61.Seed, H. B., Tokimatsu, K., Harder, L. F. and Chung, R. M., “Influence of SPT
Procedures in Soil Liquefaction Resistance Evaluations”, Journal of
Geotechnical Engineering, 4SCE, Vol.111, No.12, pp.1425-1445, 1985.
62.Seed, H. B., “Design Problems in Soil Liquefaction”, Journal of Geotechnical
Engineering Division, ASCE, Vol.113, No.8, pp.827-845, 1986.
63.Seed, R. B., and Harder, L. F., “SPT-Based Analysis of Cyclic Pore Pressure
Generation and Undrained Residual Strength”, in J.M. Duncan ed., Proceedings,
H. Bolton Seed Memorial Symposium, University of California, Berkeley,
California, Vol. 2, pp. 351-376, 1990.
64.Seed, H. B. and Lee, K. L., “Liquefaction of Saturated Sands during Cyclic
Loading”, Journal of the Soil Mechanics and Foundations Division, ASCE,
Vol.92, No.SM6, pp.105-134, 1996.
65.Sherif, M. A., Ishibashi, I. and Tsuchiga, C., “Saturated Effects on Initial
Soil Liquefaction”, Journal of the Geotechnical Engineering Division,
Vol.103, No.8, pp.914-917, 1977.
66.Shibata, T. and Teparaksa, W., “Evaluation of Liquefaction Potentials of Soil
Using Cone Penetration Tests”, Soils and Foundations, Vol.28, No.2, pp.49-60,
1988.
67.Terzaghi, K., “Erdbaumechnic Auf Bodenphysikalisher Groundage”, Franz
Deuticke, Vienna, 1925.
68.Wong, R. T., Seed, H. B. and Chan, C. K., “Cyclic loading Liquefaction of
Gravelly Soils”, Journal of the Soil Mechanics and Foundation Division, ASCE,
Vol.101, No.GT6, pp.571-583, 1975.
69.Xia H. and Hu T., “Effects of Saturation and Back Pressure on Sand
Liquefaction”, Journal of Geotechnical Engineering, ASCE, Vol.117, 1991.
70.Youd, T. L., "Geologic Effects -- Liquefaction and Associated Ground Failure",
Proceedings of Geologic and Hydrologic Hazard Training Program, Open File
Report 84-760, U. S. Geological Survey, Menlo Park, California, pp. 210-232,
1984.
71.Youd, T. L., "Recurrence of Liquefaction at the Same Site", Proceedings of 8th
World Conference on Earthquake Engineering, San Francisco, Vol. 3, pp.
231-238, 1984.
72.Youd, T. L., "Mapping of Earthquake-induced Liquefaction for Seismic
Zonation", Proceedings of 4th International Conference on Seismic Zonation,
Earthquake Engineering Research Institute, Standford University, Vol. 1, pp.
111-147, 1991.
73.Youd, T. L., ldress, L. M., Andrus, R. D., Arango, I., Castro, G., Christain,
J. T., Dobry, R., Finn, W. D. L., Harder, L. F., Hynes, M. E., Ishihara, K.,
Power, Koester, J., Liao S., Marcuson, W.F., Martin,G. R., Mitchell, J. K.,
Moriwaki, Y., Power, M.S., Robertson, P. K., Seed, R. and Stokoe, K. H.,
Summary report oh the 1996 NCEER Workshop on Evaluation of Liquefaction
Resistance, Salt Lake City, Utah, 1997.
74.Youd, T. L., and Idriss, I. M., Proceeding of the NCEER Workshop on evaluation
of Liquefaction Resistance of Soils, 1997.
75.Youd, T. L., “Screening Guide for Rapid Assessment of liquefaction Hazard at
Highway Bridge Sites”, Technical Report MCEER-98-005, Brigham Young
University, Department of Civil and Environmental Engineering Provo, Utah
84602, 1998.