參考文獻 |
1. 李咸亨,「坡地工程中加勁擋土牆之設計要點」,山坡地和土石流對土建工程之影響研討會,台灣省土木技師公會,12/18-19,第15-19頁,台北市(1998)。
2. 李咸亨,「國內近年來加勁擋土結構之破壞案例探討」,加勁擋土結構之最新發展研討會,1月26日,第46-52頁,台北市(2000)。
3. 李咸亨、連偉智、潘子儀、許翔泉、許澤華、藍衛信,『高精度加勁擋土牆設計方法』,地工加勁結構物概念設計研討會,高雄,第1-8頁(2002)。
4. 周禮輝,「集集地震中加勁擋土牆之破壞調查與變形分析」,碩士論文,國立成功大學,台南,2001。
5. 陳昱宏,「位於斜坡上擋土牆之地震中破壞調查與變形分析」,碩士論文,國立成功大學,台南,2001。
6. 蔣炎宗,「不織布加勁擋土墻之力量行為試驗分析」,碩士論文,國立台灣工業技術學院營建工程技術研究所,台北市,1996。
7. 謝宗榮,「柔性加勁擋土墻之全非線性分析與設計原理」,博士論文,國立台灣工業技術學院營建工程技術研究所,台北市,1996。
8. 謝宗榮、李咸亨,「施工方式對加勁擋土牆回折端力學行為之影響」,第四屆三軍官校基礎學術研討會,鳳山(1997)。
9. 周南山、黃景川、吳淵洵、范嘉程、趙紹錚、李維峰,地工合成材料應用於加勁擋土結構之相關規範與招標措施,行政院公共工程委員會專案研究計畫,計畫編號Pcc89-技-04(2000)
10. Al Hattamleh, O. and Muhunthan, B., “Numerical procedures for deformation calculations in the reinforced soil walls,” Geotextiles and Geomembranes, Vol. 24, No. 1, pp. 52-57 (2006).
11. Allen, T.M., Bathurst, R.J., Holtz, R.D., Walters, D. and Lee, W.F., “A new working stress method for prediction of reinforcement loads in geosynthetic walls,” Canadian Geotechnical Journal, Vol. 40, pp. 976-994 (2003).
12. ASTM D4595-86, Test method for tensile properties of geotextiles by the wide-width strip method, American society for testing and materials, Philadelphia, PA, USA
13. Bathurst, R.J., Walters, D.L., Esfehani, M., El-Emam, M. and Blatz, J.A., “Physical modeling of geosynthetic walls and embankments,” Proceedings of the International Conference on Physical Modeling in Geotechnics: ICPMG ’02 (eds. Phillips, Guo, Popescu), Newfoundland, Canada, pp. 21-30 (2002).
14. Bathurst, R.J., Allen, T.M. and Walters, D.L, “Reinforcement loads in geosynthetic walls and the case for a new working stress design method,” Geotextiles and Geomembranes, Vol. 23, No. 4, pp. 287-322 (2005).
15. Chang, T.T., Guo, S.X. and Chen, T.J., “Consideration of geotextile for applying and designing reinforced soil structures”, Sino-Geotechnics, No. 32, pp. 22-40 (1990). (In Chinese)
16. Chen, H.W., Centrifuge modeling tests on laterally loaded caisson type piles in sandy slope, Ph. D. Thesis, National Central University, Jhongli, Taiwan (1999).
17. Chen, H.T., Hung, W.Y., Chang, C.C., Chen, Y.J and Lee, C.J, “Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill.” Geotextiles and Geomembranes, Vol. 25, No. 6, pp. 346–359 (2007).
18. Chen, H.T., Hung, W.Y., Chen, P.W. and Lee, C.J., “Improvement of the stability of a vertical geotextile reinforced earth wall backfilled with low strength clayey soil,” International Journal of Physical Modelling in Geotechnics, Vol. 7, No. 2, pp. 35-45 (2007).
19. Chen, H.T., Hung, W.Y., Chang, C.X. and Lee, C.J, “Earth pressure distribution within the geosynthetic reinforced earth wall”, Journal of the Taiwan Society of Public Works, Vol.3, No.1, pp.59~68 (2007).
20. Chen, J.W., Wu, Z.X. and Claybourn, A.F., “Comparison of different design method for geotextile reinforced retaining walls”, Sino-Geotechnics, No. 43, pp. 43-49 (1993). (In Chinese)
21. Chen, R.H. and Hong, Y.S., “Stabilization of landslides”, Sino-Geotechnics, No. 72, pp. 5-12 (1999). (In Chinese)
22. Chen, R.H., “Application of geosynthetics to waste landfills”, Sino-Geotechnics, No. 71, pp. 57-64 (1999). (In Chinese)
23. Chou, N. S., “Design and application of geosynthetic reinforced retaining structures to roadways and high speed railways (1)”, Modern construction, No. 216, pp. 11-18 (1997). (In Chinese)
24. Chou, N. S., “Design and application of geosynthetic reinforced retaining structures to roadways and high speed railways (2)”, Modern construction, No. 217, pp. 23-30 (1998a). (In Chinese)
25. Chou, N. S., “Design and application of geosynthetic reinforced retaining structures to roadways and high speed railways (3)”, Modern construction, No. 218, pp. 19-28 (1998b). (In Chinese)
26. Chou, N.N.S., Huang, C.C., Fan, J.C., Wu, Y.X., Tong, X.R., and Lee, M. X, Reinforced soil structures design and construction guidelines, Taipei Professional Civil Engineering Association (1998). (In Chinese)
27. CNS 13298, Method of test for water permeability of geotextiles by permittivity, Bureau of standards, Metrology and Inspection (1999)
28. CNS 13299, Method of test for trapezoid tearing strength of geotextiles, Bureau of standards, Metrology and Inspection (1999)
29. CNS 13300, Method of test for tensile properties of geotextiles by the wide-width strip, Bureau of standards, Metrology and Inspection (1999)
30. CNS 13482, Method of test for effects of temperature on stability of geotextiles, Bureau of standards, Metrology and Inspection (1999)
31. CNS 13483, Method of test for breaking load and elongation of geotextiles (grab method), Bureau of standards, Metrology and Inspection (1999)
32. CNS 14259, Standard practice for sampling of geosynthetics for testing, Bureau of standards, Metrology and Inspection (1999)
33. CNS 14260, Method of test for measuring nominal thickness of geotextiles and geomembranes, Bureau of standards, Metrology and Inspection (1999)
34. CNS 14261, Method of test for determining the (in-plane) flow rate per unit width and hydraulic transmissivity of a geosynthetic using a constant head, Bureau of standards, Metrology and Inspection (1999)
35. CNS 14262, Method of test for determining apparent opening size of a geotextile, Bureau of standards, Metrology and Inspection (1999)
36. CNS 14263, Method of test for index puncture resistance of geotextiles, geomembranes, and related products, Bureau of standards, Metrology and Inspection (1999)
37. CNS 14278, Method of test for abrasion resistance of geotextiles (sand paper/sliding block method), Bureau of standards, Metrology and Inspection (1999)
38. CNS 14279, Method of test for measuring mass per unit area of geotextiles, Bureau of standards, Metrology and Inspection (1999)
39. Das, B. M., 2002. Principles of geotechnical engineering, 5th edition, Brooks/Cole Thomson Learning.
40. Elias, V., Christopher, B.R., Berg, R.R., Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines. U.S., Department of Transportation Federal Highway Administration (FHWA), FHWA-NHI-00-043 (2001).
41. Fan, C.C., and Chou, Nelson N.S., “Study of guidelines for design and construction of reinforced soil structures”, Sino-Geotechnics, No. 70, pp. 93-106 (1998). (In Chinese)
42. Fang, M.L., “Design and construction of reinforced retaining walls for Taipei-Ilan expressway”, Sino-Geotechnics, No. 85, pp. 35-42 (2001). (In Chinese)
43. Fretti, C., Lo Presti, D.C.F. and Pedroni, S., “A pluvial deposition method to reconstitute well-graded sand specimens,” Geotechnical Testing Journal, GTJODJ, Vol. 18, No. 2, pp. 292-298 (1995).
44. Gooding, D.J. and Stantamarina, J.C., “Reinforced earth and adjacent soils: centrifuge modeling study,” Journal of Geotechnical Engineering, Vol. 115, No. 7, pp. 1021-1025 (1989).
45. Hsieh, C.W., “Introduction to the standard test methods for geosynthetics”, Sino-Geotechnics, No. 71, pp. 13-28 (1998). (In Chinese)
46. Hsieh, C.W., Wu, C.H., Hsieh, M.W., Ho, Y.H., Lin, C.K., Lee, Y.C., Chang, T.T, Lee, W.F., “Introduction to geotextile tensile tests”, Sino-Geotechnics, No. 83, pp. 63-68 (2001). (In Chinese)
47. Hwu, B.L., “Design and application of AASHTO M 228-96 geotextile specifications”, Sino-Geotechnics, No. 71, pp. 5-12 (1999).
48. Izawa, J., Kuwano, J., and Takahashi, A., “Behavior of steep geogrid-reinforced embankments in centrifuge tilting tests,” Proceedings of the International Conference on Physical Modeling in Geotechnics: ICPMG ’02 (eds. Phillips, Guo, Popescu), Rotterdam, Balkema, pp. 993-998 (2002).
49. Kazimierowicz-Frankowska, K., “A case study of a geosynthetic reinforced wall with wrap-around facing,” Geotextiles and Geomembranes, Vol. 23, No. 1, pp. 107–115 (2005).
50. Ko, H.Y., “Summary of the state-of-the-art in centrifuge model testing,” Centrifuge in soil mechanics (eds. Craig, W.H., James, R.G. and Schofield, A.N.), Balkema, Rotterdam, pp. 11-18 (1988).
51. Kuerbis, R. and Vaid, Y.P., “Sand sample preparation: the slurry deposition method,” Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 28,No. 4, pp. 107-118 (1988).
52. Lai, S.R. and Chen, T.J., “Design and construction of reinforced soil retaining structures”, Sino-Geotechnics, No. 17, pp. 45-56 (1987). (In Chinese)
53. Lai, S.P., Liu, C.N. and Kuo, S.H., “Practice of MSE walls construction using geosynthetics reinforcement”, Sino-Geotechnics, No. 85, pp. 25-34 (2001). (In Chinese)
54. Lai, T.Y., Borja, R.I., Duvernay, B.G. and Meehan, R.L., “Capturing strain localization behind a geosynthetic-reinforced soil wall,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 27, pp. 425-451 (2003).
55. Law, H., Ko, H.Y., Goddery, T. and Tohda, J., “Prediction of the performance of a geosynthetic-reinforced retaining wall by centrifuge experiments,” Geosynthetic- Reinforced Soil Retaining Walls (ed. Wu, J.T.H.), Balkema, Rotterdam, pp. 347-360 (1992).
56. Lee, C.C., “Stresses distribution of geotextile reinforced retaining walls”, Sino-Geotechnics, No. 32, pp. 5-12 (1990). (In Chinese)
57. Lee, S.H., “Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls during the Hanshin-Awaji earthquake of Japan”, Modern Construction, No. 210, pp. 24-49 (1997). (In Chinese)
58. Lee, S.H. and Wang, Y.C., “Reinforcement mechanism of flexible surround,” Proceedings of the 4th military symposium on foundational science, Fengshan, pp. 1205-1211 (1997)
59. Lemonnier, P., Soubra, A.H., Kastner, R., “Variational displacement method for geosynthetically reinforced slope stability analysis: Ⅰ. Local stability,” Geotextiles and Geomembranes, Vol. 16, No. 1, pp. 1-25 (1998a).
60. Lemonnier, P., Soubra, A.H., Kastner, R., “Variational displacement method for geosynthetically reinforced slope stability analysis: Ⅱ. Global stability,” Geotextiles and Geomembranes, Vol. 16, No. 1, pp. 27-44 (1998b).
61. Leshchinsky, D. and Boedeker, R.H., “Geosynthetic reinforced soil structures,” Journal of Geotechnical Engineering, Vol.115, No. 10, pp. 1459-1478 (1989).
62. Leshchinsky, D. and Han, J., “Geosynthetic reinforced multitiered walls,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 12, pp. 1225-1235 (2004).
63. Lin, C., “Reasonable selection and examination of geosynthetics”, Sino-Geotechnics, No. 43, pp. 23-31 (1993). (In Chinese)
64. Ling, H.I., Leshchinsky, D. and Chou, N. S., “Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan”, Soil Dynamics and Earthquake Engineering, Vol.21, No. 4, p.p.297-313 (2001).
65. Lin, S.S., “Comparison of five different geosynthetics design codes”, Sino-Geotechnics, No. 71, pp. 43-46 (1999). (In Chinese)
66. Lo Presti, D.C.F., Berardi, R., Pedroni, S. And Crippa, V., “A new traveling sand pluviator to reconstitute Specimens of well graded silty sands,” Geotechnical Testing Journal, GTJODJ, Vol. 15, No. 2, pp. 18-26 (1993).
67. Lord Jr, E., “Geosynthetic/soil studies using a geotechnical centrifuge,” Geotextiles an Geomembranes, Vol. 6, pp.133-156 (1987).
70. Michell, J.K., Jaber, M., Shen, C.K. and Hua, Z.K., “Behavior of reinforced soil walls in centrifuge model tests,” Proceedings of the international conference on geotechnical centrifuge modelling 1988, Paris, pp. 259-271 (1988).
71. Mitchell, R.J., “Centrifuge modeling as a consulting tool,” Journal of Canada Geotech, Vol. 28, pp. 162-167 (1991).
72. Nouri, H., Fakher, A. and Jones, C.J.F.P., “Development of Horizontal Slice Method for seismic stability analysis of reinforced slopes and walls,” Geotextiles and Geomembranes, Vol. 24, No. 2, pp. 175-187 (2006).
73. Park, T. and Tan, S.A, “Enhanced performance of reinforced soil walls by the inclusion of short fiber,” Geotextiles and Geomembranes, Vol.23, No. 4, pp. 348-361 (2005).
74. Paulin, L.C., Elgamal, A.W., Kutter, B., Phillips, R. and Townsend, F., “Centrifuge modeling,” Geotechnical News, pp. 31-33 (1993).
75. Porbaha, A., and Goodings, D.J., “Centrifuge modeling of geotextile-reinforced steep clay slopes,” Canadian Geotechnical Journal, Vol. 33, pp. 696-704 (1996a).
76. Porbaha, A. and Goodings, D. J., “Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls,” Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 10, pp. 840~848 (1996b).
77. Porbaha, A. and Goodings, D.J., “Laboratory investigation of nonuniformly reinforced soil-retaining structure,” Geotechnical Testing Journal, Vol. 20, No. 3, pp. 289-295 (1997).
78. Sawicki, A., “Theoretical analysis of centrifugal model tests on reinforced earth structures,” Geotechnique, Vol. 48, No. 4, pp. 563-567 (1998).
79. Sawicki, A., Mechanics of reinforced soil, Balkema, Rotterdam, pp. 14-15 (2000).
80. Schofield, A.N., “Cambridge geotechnical centrifuge operations,” Geotechnique, Vol. 30, No. 3, pp. 227-268 (1980).
81. Schofield, A.N., Foreword of Geotechnical centrifuge Technology (ed. Taylor, R.N.), Chapman & Hall, pp. vii-xi (1995).
82. Shan, H.Y., “Application of geosynthetics in landfills in hillside areas”, Sino-Geotechnics, No. 73, pp. 57-66 (1999). (In Chinese)
83. Shani, A., “Reinforced earth structure-comparison between different design system,” Proceedings of the 13th Asian regional conference on soil mechanics and geotechnical engineering, India, Kolkata, pp.981-984 (2007).
84. Skinner, G.D and Rowe, R.K., “Design and behavior of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation,” Geotextiles and Geomembranes, Vol. 23, No. 3, pp. 235-260 (2005).
85. Su, J.L., “Introduction of the use of geotextile on the applications for harbor and marine engineering”, Harbor and Marine Report Quarterly, Vol. 49, pp. 29-35 (1999). (In Chinese)
86. Suah, P.G. and Goodings, D.J., ”Part 4 geosynthetics in transportation facilities-failure of geotextile-reinforced vertical soil walls with marginal backfill,” Transportation Research Record, Vol. 1772, pp. 183-189 (1989).
87. Sun, H.H., “Landslide remediation- A case study of reinforced slopes”, Sino-Geotechnics, No. 72, pp. 23-34 (1999). (In Chinese)
88. Tatsuoka, F. and Leshchinsky, D., Recent case histories of permanent geosynthetic- reinforced soil retaining walls, Balkma, Rotterdam, 1994.
89. Taylor, R. N., “Centrifuges in modeling: principles and scale effects,” Geotechnical centrifuge technology (ed. Taylor, R.N.), 1st edition, Chapman & Hall, pp. 19-33 (1995).
90. Tsai, W.S. and Holtz, R.D., “Evaluation of geotextiles as separators in roadways”, Sino-Geotechnics, No. 71, pp. 47-56 (1999). (In Chinese)
91. Viswanadham, B.V.S., and Konig, D., “Scaling aspects of a geogrid in a geotechnical centrifuge,” Proceedings of the International Conference on Physical Modeling in Geotechnics: ICPMG ’02 (eds. Phillips, Guo, Popescu), Newfoundland, Canada, pp. 981-986 (2002).
92. Wu, J.T.H., Geosynthetic-reinforced soil retaining walls, Balkma, Rotterdam, 1992.
93. Wu, J.T.H., Barrett, R.K. and Chou, N.N.S, “Develpoing cost-effective GRS walls: recent efforts in Colorado, USA,” Recent case histories of permanent geosynthetic -reinforced soil retaining walls (eds. Tatsuoka, F. and Leshchinsky, D.), Rotterdam: Balkema, pp. 163-180 (1994).
94. Xie, Q. W., Chen, J. H. and Wang, Z. B., “The static and dynamic properties of geosynthetic reinforced soil,” Proceedings of the 10th conference on current researches in geotechnical engineering in Taiwan, Sanshia, Taipei, pp. 1027-1030 (2003).
95. Yoo, N.J., and Ko, H.Y., “Centrifuge modeling of reinforced earth retaining wall,” Proceedings of the international conference on geotechnical centrifuge modelling, Boulder, Colorado, pp. 325-332 (1991).
96. Zhang, W., Lai, Z., and Xu, G., “Centrifuge modeling of geotextile-reinforced cohesionless soil retaining walls,” China Civil Engineering Journal, Vol. 33, No. 3, pp. 84-91 (2000).
97. Zhang, M.X., Javadi, A.A. and Min, X., “Triaxial tests of sand reinforced with 3D inclusions,” Geotextiles and Geomembranes, Vol. 24, pp. 201–209 (2006).
98. Zornberg, J.G., Mitchell, J.K. and Sitar, N., “Testing of reinforced slopes in a geotechnical centrifuge,” Geotechnical Testing Journal, GTJODJ, Vol. 20, No. 4, pp. 470-480 (1997).
99. Zornberg, J.G., Sitar, N. and Mitchell, J. K., “Performance of geosynthetic reinforced slopes at failure,” Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.8, pp.670-683 (1998).
100. Zornberg, J.G., Sitar, N. and Mitchell, J. K., “Limit equilibrium as basis for design of geosynthetic reinforced slopes,” Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.8, pp.684-698 (1998).
101. Zornberg, J.G. and Arriaga, F., “Strain distribution within geosynthetic-reinforced slopes,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129, No. 1, pp. 32-45 (2003). |