41.  樁基礎耐震性能之可靠度分析研究

林宜儫; Lin, Yi-Hao ,  2013
[土木工程學系暨研究所] 學位論文
:448-495. 54. Tokimatsu K and Asaka Y. (1998) “Effects of liquefaction-induced ground displacement on pile performance in the 1995 Hyogoken-Nambu

42.  Case Study of Dynamic Responses of A Single Pile Foundation Installed in Coal Ash Landfills Using Effective Stress Analysis and EQWEAP

Lu, C.W.; Chang, D.W. ,  2015-06-01
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering (Journal of the SEAGS and AGSSEA), 46(2), pp. 77-81
and EQWEAP Dynamic responses of single pile foundation;Soil liquefaction;Coal ash;Three dimensional effective stress analysis;EQWEAP 2015-06-01 en

43.  土釘加勁邊坡靜動態行為分析

范峻崇; Fan, Jien-chung ,  2005
[土木工程學系暨研究所] 學位論文
), Analysis for soil Reinforcement with Bending Stiffness,” Journal of Geotechnical Engineering, ASCE, Vol.118, No.10, pp.1505-1528. 24. Juran, I

44.  樁基礎耐震性能之研究

王寅綸; Wang, Yin-Lun ,  2013
[土木工程學系暨研究所] 學位論文
of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, pp. 1082-1090. 40.Seed, H. B. and Idriss, I. M. (1982), “Ground Motions and Soil

45.  樁基礎受液化和地盤側向流動之結構行為分析(II)

張德文 ,  2007
[土木工程學系暨研究所] 研究報告
淡江大學土木工程學系 張德文 樁基礎受液化和地盤側向流動之結構行為分析(II) Structural Analysis for Pile Foundations Subjected to Soil Liquefaction and Lateral Spreading (II) 2007 行政院國

46.  人工合成地震對基樁耐震性能之影響

劉佳泓; Liu, Chia-Hung ,  2014
[土木工程學系暨研究所] 學位論文
. 55. Seed, H. B. and Idriss, I. M. (1982), “Ground Motions and Soil Liquefaction During Earthquakes”, Earthquake Engineering Research Institute

47.  外包加勁砂柱之數值模擬

黃振業; Huang; Chen-yeh ,  2009
[土木工程學系暨研究所] 學位論文
column due to not be able to develop the required load-bearing capacity. In such soil, the required lateral confinement can be induced by encapsulating

48.  The performance of a sand column internally reinforced with horizontal reinforcement layers

Hong Yung-Shan; Wu Cho-Sen ,  2013-11
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 41, p.36-49
- forced column, shear stress is induced at the soil-reinforcement interface due to the difference in their moduli of deformation. The mobilized shear

49.  Axial stress–strain relation of encapsulated granular column

Wu Cho-sen; Hong Yung-shan; Lin Hsien-chin ,  2009-01
[土木工程學系暨研究所] 期刊論文
Computers and Geotechnics 36(1-2), p.226-240
and the axial strain of soil to enable the analysis of granular material behavior under a continuous increase in lateral pressure. The analytical

50.  基樁耐震性能分析之初探

楊子逸; Yang, Tzu-yi ,  2009
[土木工程學系暨研究所] 學位論文
based on PBEE analysis. The PBEE analysis for geotechnical structures requires the concerns of varying earthquake, soil parameters and geology

51.  地工合成物水平加勁砂柱試體之力學行為探討

蔡伊雯; Tsai, I-wen ,  2007
[土木工程學系暨研究所] 學位論文
), “Fabric Reinforced Soil,” Development in Deep Foundations and Ground Improvement Schemes, Balkerma, pp. 261-291. 9. Cai, F. and Li, G.X., (1994

52.  地工合成物包裹砂柱試體之應力 : 應變行為探討

蔡君平; Tsai, Chun-ping ,  2006
[土木工程學系暨研究所] 學位論文
soil. This method is considered one of the most versatile and cost effective techniques for improving in-situ ground conditions. Skirting

53.  機率主成分分析於區間值資料之應用

周鴻文; Chou, Hung-Wen ,  2015
[應用數學與數據科學學系] 學位論文
淡江大學數學學系碩士班 吳漢銘; Wu, Han-Ming 周鴻文 Chou, Hung-Wen 機率主成分分析於區間值資料之應用 The application of probabilistic principal component analysis to interval-valued

54.  軟弱黏土層外包加勁砂柱承載行為之模型試驗

余易昇; Yu, Yi-Sheng ,  2013
[土木工程學系暨研究所] 學位論文
承載性能。分析結果與試驗觀測相近，提供業界應用於外包加勁砂柱工程設計的參考。 In order to increase the bearing capacity is often used the soil improvement methods in soft ground. The sand

55.  A numerical analysis of a fully penetrated encased granular column

Hong, Yung-shan; Wu, Cho-sen; Chang, Cheng-hsin ,  2017-09-04
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes, 45(5), 391-405.
granular column that is embedded in soft soil using a numerical analysis. The numerical analysis is verified by experimental tests that are performed

56.  A numerical analysis of a fully penetrated encased granular column

Hong, Yung-shan; Wu, Cho-sen; Chang, Cheng-hsin ,  2017-10
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes, 45(5), p.391-405.
column that is embedded in soft soil using a numerical analysis. The numerical analysis is verified by experimental tests that are performed

57.  機率類神經網路在垃圾郵件過濾之應用

吳宗和; Wu, Tsung-ho ,  2005
[統計學系暨研究所] 學位論文
淡江大學統計學系碩士班 陳景祥; Chen, Ching-hsiang 吳宗和 Wu, Tsung-ho 機率類神經網路在垃圾郵件過濾之應用 Application of probabilistic neural network methods to spam filtering 機率類神經網路

58.  應用機率型動態規劃構建動態路徑導引之研究

彭柏凱; Peng, Po-kai ,  2007
[運輸管理學系暨研究所] 學位論文
淡江大學運輸管理學系碩士班 蕫啟崇 彭柏凱 Peng, Po-kai 應用機率型動態規劃構建動態路徑導引之研究 A study of dynamic route guidance with application of probabilistic dynamic programming 逐點動態

59.  Equivalences, Congruences, and Complete Axiomatizations for probabilistic processes

周清江; Smolka ,  1991-06-25
[資訊管理學系暨研究所] 期刊論文
Lecture Notes in Computer Science 458, pp.367-383
淡江大學資訊管理學系 周清江 Smolka Equivalences, Congruences, and Complete Axiomatizations for probabilistic processes We study several notions of process

60.  Effect of Ground Improvement on the Lateral Resistance of Closed-End Steel Pipe Piles in a Coal Ash Pond

Shih-Hao Cheng; Hung-Jiun Liao; Der-wen Chang; Lih-Wen Quo ,  2019-09-04
[土木工程學系暨研究所] 期刊論文
Canadian Geotechnical Journal 57(7), p.1058-1071
with current design 28 practice. The most significant contribution of lateral resistance comes from a top soil zone ranging 29 from ground

61.  軟弱黏土中外包加勁砂柱承載行為之數值模擬

郭建明; Kou, Chien-Ming ,  2013
[土木工程學系暨研究所] 學位論文
preparation method and its effect on static and cyclic deformation-strength properties of sand”, Soil and Foundations, Vol.22, No.1, pp.61-77. 21.Murugesan, S

62.  地工合成物包裹砂柱試體之尺寸效應探討

魏照榮; Wei, Chao-jung ,  2009
[土木工程學系暨研究所] 學位論文
No. TE 69-4, University of California, Berkeley, CA., U.S.A. 23. Krishnaswamy, N.R. and Isaac, N.T., (1995), “Liquefaction Analysis of Saturated

63.  Dynamic Analyses for Performance-Based Seismic Design of Geotechnical Structures with Examples in Deep Foundations

Chang, D.W.; Lu, C.W.; Lin, S.S.; Lai, J.R. ,  2016-06
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering 47(2), pp.83-88
is not easy in the experiment. Us to the deformation prablems, ine needs to conduct the structural analysis and/or the physical

64.  The behavior of a laminated reinforced granular column

Wu Cho-Sen; Hong Yung-Shan ,  2008-08
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 26(4), p.302-316
at failure, and ruduced the post- constants of the granular soil to be determined experimen- peak stringth loss. tally, i

65.  Wave Equation Analyses to Evaluate Pile Damage Subjected to Soil Liquefaction and Lateral Spreads

張德文 ,  2009-12
[土木工程學系暨研究所] 會議論文
Proceedings of the 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
淡江大學土木工程學系 張德文 Wave Equation Analyses to Evaluate Pile Damage Subjected to Soil Liquefaction and Lateral Spreads 2009-12 en Proceedings of the 13th