Balla, A., 1961, " The Resistance to Breaking Out of Mushroom Foundation for Pylons," 5th Proceedings of International Conference on Soil Mechanics and Foundation Engineering, vol. 1, pp. 569-576.
Barton, M. E., 1993, "Cohesive sands: The natural transition from sands to sandstones," Proceedings of Geotechnical Engineering of Hard Soil-Soft Rocks, Anagnostopoulos et al. (end), 1993, Balkema, Rotterdam, pp. 367-374.
Barton, N. R., 1970, "A low strength material for simulation of the mechanical properties of intact rock in rock mechanics models," Proc. of the 2nd Cong. of ISRM, Beograd, pp.3-15.
Bell, F. G.,1992, Engineering in Rock Masses, Butterworth — Heinemann, Oxford.
Bell, F. G. and Culshaw M. G., 1993, "A survey of the geotechnical properties of some relatively weak Triassic sandstones," Proceedings of The Engineering Geology of Weak Rock, Cripps et al. (eds), Balkema, Rotterdam, pp. 139-148.
Bieniawski, Z. T., 1984, "Rock mechanics in mining and tunneling," Balkema, Boston, 272p.
Bieniawski, Z. T., 1974, "Estimating the strength of rock material," J. S. Afr. Inst. Min. Metall., Vol. 74, No. 8, pp. 312-320.
Bieniawski, Z. T., 1978,"Determining rock mass deformability", Int. J. Rock Mech. Mining Sci. and Geomech. Abstr., Vol. 15 pp.237-247.
Bolton, M. D. and C. K. Lau, 1993, "Vertical Bearing Capacity Factors for Circular and Strip Footings on Mohr-Coulomb Soil," Canadian Geotechnical Journal, vol. 30, no. 6, pp. 1024-1033.
Bowles, J.E., 1988, Foundation Analysis and Design, 4th Edition, McGraw-Hill, New York.
Burland, J.B., 1989, "Small is beautiful — The stiffness of soil at small strains," Ninth Laurits Bjerrum Memorial Lecture, Canadian Geotechnical Journal, Vol. 26, No 4, pp. 499-516.
Chen, W.F. and William O. McCarron, “Bearing Capacity of Shallow Foundations,” in Foundation Engineering Handbook, Chapter 4, Ed. By Fang, Hsai-Yang, 2nd Edition, 1900, Van Nostrand Reinhold, New York, pp.144~165..
Chen, W.F., 1975, Limit Analysis and Soil Plasticity, Elsevier, Amsterdam
Chen, W. F., 1973, "Bearing Strength of Concrete Blocks," J. Eng. Mech. Div., ASCE, 99(EM6), Proc. Pap., 10187, pp. 1314-1321
Coates, D. F. & Gyenge, M., 1966, "Plate Load testing on rock for Deformation and Strength Properties," Testing Techniques for rock mechanics, ASTM, STP 402, pp.19-35.
Das, Braja M., 1994, Principal of Geotechnical Engineering Engineering, 3rd Edition PWS, Boston.
Davies, J.D. and Stagg, K.G., 1970, "Splitting tests on rock specimens",Second Int. Cong. on Rock Mech., ISRM, Belgarde, pp.3-48.
Deere, D. E., 1968, "Geological Considerations," Rock mechanics in engineering practice, London, John Wiley and Sons., pp. 1-20.
Dobereiner, L. and DE Freitas, M. H., 1986, "Geotechnical properties of weak sandstones," Geotechnique, Vol. 36, No.1, pp. 79-94.
Duncan, J.M and Goodman, R. E.,1986, "Finite element analyses of slopes in jointed rock", Contract Report S-68-3, US Army Engineer Waterways Experiment Station, Vicksburg, 271pp.
Goodman,1989, Introduction to rock mechanics, Wiley, New York.
Drucker, D. C., Greenberg, H. J. and Prager, W., 1952, "Extended Limit Theorems for Continuous Media," Q. Appl. Math, 9, pp. 381-389.
Gerrard, C.M and Harrsion, W. J, 1970, "Circular loads applied to a cross-anisotropic half-space" and "Stresses and displacements in a loaded orthorhombic half-space", Technical Paper 8 and 9,Division of Applied Geomechanics, Commonwealth Scientific Industrial Reseach Organization, Australia.( Reproduced as Appendices A and B in Poulos, H.G and Davis, E.H, Elastic Solutions for Soil and Rock Mechanics,Wiley,New York,1974)
Griffith, A. A., 1921, "The Phenomena of Rupture and Flow in Soils," Phil. Trans. Roy. Soc. A 221, pp. 163-198
Greenstein, J. and Livneh, M., 1974, "Slip line field of anisotropic soil," Journal of Applied Mechanics, Transactions ASME v 41 Ser E n 2 Jun 1974 p 453-458.
Gu, D. Z., Jafari, M. R. and Mostyn, G., 1993, "An artificial soft rock for physical modelling," Proceedings of Geotechnical Engineering of Hard Soil-Soft Rocks, Anagnostopoulos et al. (end), 1993, Balkema, Rotterdam, pp. 517-524.
Hight, D.W. and Higgins K.G., 1995, "An approach to the perdiction of ground movements in engineering practice: Background and application," Pre-failure Deformation of Geomaterials, Shibuya, Mitachi and Miura (eds), Balkema, Rotterdam, pp. 909-945.
Hu, G. G. Y., 1964, "Variable-factors theory of bearing capacity," J. Soil Mech. Found. Div., ASCE, 90(4), 8.
Indraratna, B., 1990, "Development and application of a synthetic material to simulate soft sedimentary rocks," Geotechnique, Vol. 40, No. 2, pp. 189-200.
Johnston, I. W. and Choi, S. K., 1986, "A synthetic soft rock for laboratory model studies,: Geotechnique, Vol.36, No. 2, pp. 251-263.32.
Johnston, I. W., 1991, "Discussion on development and application of a synthetic material to simulate soft sedimentary rocks," Geotechnique, Vol. 41, No. 1, pp. 165-167.
Johnston, I.W., 1993, "Soft rock engineering," Comprehensive Rock Engineering, ED. J. A. Hudson, Vol. 1, pp. 367-393.
Jumikis, A. R., 1962, Soil Mechanics, D. Van Nostrand, NJ, 791pp.
Kentaro Yamamoto & Koji Kusuda, 2001, "Failure mechanisms and bearing capacities of reinforced foundation," Geotextiles and Geomembranes, vol. 19, pp. 127-162.
Kim, Y. S., Tatsuoka, F. and Ochi, K., 1994, "Deformation characteristics at small strains of sedimentary soft rocks by triaxial compression tests," Geotechnique, Vol.44-3, pp. 461-478.
Ko, H. Y. and L. W. Davidson, 1973, "Bearing Capacity of Footings in Plane Strain," Journal of Soil Mechanics and Foundation Division, ASCE, vol. 99, SM1, Jan, pp.1-23.
Kulhway, F. H. and Carter, J. P, 1988, "Settlement and bearing capacity of foundations on rock masses." Chapter 12 in Engineering in rock masses. F. G. Bell (ed.),1992.
Kulhway, F. H. and Goodman, R. E. , 1987, "Foundations in rock", Chapter 55 in Ground Engineers Reference Book, F. G. Bell(ed.), Butterworths, London
Kulhway, F. H., 1978, "Geomechanical model for rock foundation settlement", J.Geotect. Div. ASCE, Vol.104 (GT2), pp211-227.
Kulhway, F. H. and Goodman, R. E. 1980, "Design of Foundations on discontinuous rock ", Proc. Int. Conf. Structural Foundations on Rock, Sydney, 1, pp.209-220.
Kumbhojkar, A. S., 1933, "Numerical Evaluation of Terzaghi''s Nγ," JGED, ASCE, GT3, March, pp598-607.
Ladanyi, B., 1966, "Failure Mechanism of rock under a Plate Load," Proc. 1st Int. Congr. Int. Soc. Rock Mech., Lisbon, 3, pp.415-420.
Ladanyi, B., 1972, "Rock failure under concentrated loading",
Proceedings 10th Symposium on Rock mechanics. pp.363-386
Lin, M. L. and Hung, J. J., 1982 "The influence of moisture content on mechanical properties of some sedimentary rocks in taiwan," Proc. of the 7th Southeast Asian Geotechnical Conference, Taipei, Taiwan.
Langhaar, H. L., 1980, "Dimensional analysis and theory of models,'' Robert E. Krieger Publishing Company, Huntington, New York.
Meyerhof, G. G., 1951, "The Ultimate Bearing Capacity of Foundation," Geotechnique, vol. 2, no. 4, pp. 301-331.
Meyerhof, G. G., 1963, "Some Recent Research on the Bearing Capacity of Foundation," Canadian Geotechnical Journal, vol. 1, no. 1, Sept, pp. 16-26.
Moss, J. D., 1971, "A High Capacity Load Test for Deep Bored Piles," Proc. 1st Australia-New Zealand Conf. on Geomechanics, Melbourne, pp. 261-267.
Nelson, R. A., 1968, "Modeling a jointed rock mass," Master Thesis, M.I.T.
Oliveira R., 1993 "Weak rock materials," The Engineering Geology of Weak Rock, pp. 5-15.
Pells, P. J. N and Turner, R. M, 1978, "Theoretical and model studies related to footings and piles on rock", Research Report No.R314, The University Sydney.
Pramdtl, L., 1920, "Űber die Härte plastischer Kőrper. Nachr. K. Ges. Wiss. Gott.," Math.-Phys. Kl. pp. 74-85
Rehnman, S. and Broms, B., 1971, "Bearing Capacity of Piles Driven into Rock," Canadian Geotechnical Journal, vol. 8, no. 2, pp. 151-162.
Rosenblad, J. L., 1969, "Development of equipment for testing models of jointed-rock masses," Soc. Mining Eng., AIME, Proc. 11th Symp. on Rock Mechanics, Calif., pp. 127-146.
Sokolovski, V. V., 1965, Statics of Granular Media. Pergamon Press, New York.
Sower, G. F., 1979, "Introductory Soil Mechanics and Foundations",Geotechnical Engineering(4th edn), MacMillan, New York.
Stimpson, B., 1970, "Modeling materials of engineering rock mechanics," Int. J. Rock Mech. Min. Sci., Vol 7, pp. 77-121.
Stimpson, B., O’Riordan N. J. and Croft D. D., 1979, "A computer model for the analysis of ground movements in London clay," Geotechnique, Vol.29, pp. 149-175.
Tatsuoka F., Kohata Y., 1995, "Stiffness of hard soils and soft rocks in engineering applications," Pre-failure Deformation of Geomaterials, Shibuya, Mitachi and Miura (eds), Balkema, Rotterdam, pp. 947-1061.
Terzaghi, K, 1943, Theoretical Soil Mechanics, Johm Wiley & Sons, New York.
Tien, Y. M. & Tsao P. F., 2000, "Preparation and mechanical properties of artificial transversely isotropic rock," International Journal of Rock Mechanics and Mining Sciences, Vol.37, pp. 1001-1012
Vesic'', A. S., 1973, "Analysis of Ultimate Loads of Shallow Foundation," Journal of Soil Mechanics and Foundation Division, ASCE, vol. 99, SM1, Jan, pp. 45-73.
Vesic'', A. S., 1975b, Chap. 3: Foundation Engineering Handbook, 1st ed., ed. Winterkorn and Fang, Van Nostrand Reinhold, 751 pp.
Webb, D. L., 1976, "The Behavior of Bored Piles in Weathered Diabase," Symposium in Print: Piles in Weak Rock, Geotechnique, 26, pp. 63-72.
Williams, A. F., 1980a, The Design and Performance of Piles Socketed into Weak Rock, Ph.D. Thesis, Monash Univ. Australia.
Wilson, L. C., 1976, "Tests on Bored and Driven Piles in Cretaceous Mudstone at Port Elizabeth, South Afric,". Geotechnique 26, pp. 5-12.
Wyllie, D. C., 1992, Foundations on Rock, Chapman & Hall, London.
赤井浩一, 1993, “General aspect of soft rocks,” 土壤基礎(日本), 41期, 1-6頁.
王乙翕,1999,「層狀岩盤之承載力」,國立中央大學土木工程研究所碩士論文。何春蓀,1986,「台灣地質概論及台灣地質圖說明書」,經濟部中央地質調查所,第99-102頁。
林銘郎、林煜卿,1998,「新竹寶山地區泥質岩石力學性質研究」,岩盤工程研討會,新竹,國立交通大學,第139-148頁。
林景民,2001,「軟弱岩石之應力應變與屈服行為」,國立交通大學土木工程研究所碩士論文。洪任賢,2002,「軟弱岩石之應力應變行為」國立交通大學土木工程研究所碩士論文。柳政男,1998,「軟岩多功能儀器研發及軟砂岩基本性質之探討」,國立交通大學土木工程研究所碩士論文。卿建業,1995,「人工軟弱岩石承載行為研究」,國立台灣大學土木工程研究所碩士論文。陳汝勤、莊文星,1992,「岩石學」,聯經出版,台北。
陳賀瑞,1997,「中北部地區籍軟弱砂岩之物理與力學性質之初步探討」, 國立交通大學土木工程研究所碩士論文。黃慧儀,1999,「軟弱砂岩之三軸試驗」,國立交通大學土木工程研究所碩士論文。
張志勇,1999,「軟弱岩石之張力行為」,國立交通大學土木工程研究所碩士論文。應傳智,1995,「人工軟弱岩石之研究」,國立台灣大學土木工程研究所碩士論文。鄭富書、朱家德、黃燦輝,1994,「台灣一些軟弱砂岩的工程性質」,1994岩盤工程研討會論文集,第259~267頁,中壢中央大學,民國83年。
鍾峻偉,2001,「人造軟砂岩之研製與性質」,國立交通大學土木工程研究所碩士論文。