REFERENCES

The following references can be used to obtain more information about this course on 'Foundation Engineering'.

Arora., K.R. (2003). Soil Mechanics and Foundation Engineering , 6th Edition, Standard Publishers Distributors, Delhi .

Baidya, D. K. and Sridharan, A (2002), "Foundation vibration on layered soil system", Indian Geotechnical Journal , 32 (2002)

Basudhar, P.K. and Singh, D. N.,(1994) " A Generalized Procedure for predicting Optimal Lower Bound Break out Factors of Strip Anchors ", Geotechnique, 44(2), 307-318.

Basudhar, P.K., and Madhav, M.R. (1980), “Simplified Passive Earth Pressure Analysis,” Journal of Geotechnical Engineering Division, ASCE, April, GT4, 470-474.

Basudhar, P.K., Valsangkar, A.J., and Madhav, M.R. (1979), “Optimal lower bound of passive earth pressure using finite elements and nonlinear programming,” International Journal of Numerical and Analytical Methods in Geomechanics, 3, 367-379.

Bishop., A.W., (1966), “Strength of soils as engineering materials”, Geotechnique , 16, 89-130.

Bowles,J.E.,(1996) Foundation Engineering and Design, 5th Edition.,McGraw-Hill, 1996.

Brahma, S.P. (1993). Foundation Engineering , 5 th Ed., Tata McGraw-Hill Publishing Company, New Delhi .

Budhu, M. and Al-Karni, A. (1993), "Seismic bearing capacity of soils", Geotechnique , 43, 181-187.

Caquot, A. and Kerisel, L. (1948). Traite de mecanique des sols, Gauthier Villars, Paris.

Chattopadhyay, B. C. and Pise, P. J. (1983), "Uplift capacity of piles in sand", Journal of Geotechnical Engineering, ASCE, 112(9), 888-904.

Chen, W.F. (1975) . Limit Analysis and Soil Plasticity, Elsevier Scientific Publishing Company, New York .

Chen, W.F. and Liu, X.L. (1990). Limit Analysis in Soil Mechanics, Elsevier Science Publishing Company Inc., New York .

Choudhury, D. and Singh, S. (2006); "New approach for estimation of static and seismic active earth pressure", Geotechnical and Geological Engineering, Springer, Netherlands , 24(1), 117-127.

Choudhury, D. and . Subba Rao, K. S. (2005); "Seismic uplift capacity of inclined strip anchors", Canadian Geotechnical Journal , Ottawa , 42(1), 263-271.

Choudhury, D. and . Subba Rao, K. S. (2005); "Seismic bearing capacity of shallow strip footings", Geotechnical and Geological Engineering, Springer, Netherlands , 23(4), 403-418.

Choudhury, D., Sitharam, T. G. and Subba Rao, K. S. (2004); "Seismic design of earth retaining structures and foundation", Current Science , India , 87(10), 1417-1425.

Choudhury, D. and Subba Rao, K. S.(2004); "Seismic uplift capacity of strip anchors in soil", Geotechnical and Geological Engineering, Kluwer Academic Publishers, Netherlands , 22(1), 59-72.

Choudhury, D. and Subbha Rao, K. S. (2002), “Seismic passive resistance for negative wall friction”. Canadian Geotechnical Journal, 39(4), 971-981.

Choudhury, D., Subba Rao, K. S. and Ghosh, S. (2002)., “Passive earth pressure distribution under seismic condition”. Proceedings of 15 th Engineering Mechanics Conference of ASCE, (EM2002) , Columbia university, USA, (in CD).

Choudhury, D. and Subba Rao., K.S., (2002), “Displacement-related active earth pressure”, Proceedings of International Conference on Advances in Civil Engineering, 2, 1038-1046.

Clayton C. R. I. and Militisky, J. (1986), Earth Pressures and Earth Retaining Structures, Surrey Univ. Press, London.

Das, B.M. (2002). Principles of Geotechnical Engineering , 5th Edition, Thomson Brooks/Cole.

Das, B.M. (1997). Advanced Soil Mechanics , Taylor and Francis.

Das, B.M. (1993). Principles of Soil Dynamics , PWS-KENT Publishing Company, Boston, USA.

Dewaikar, D.M., and Mohapatro, B.G. (2003) "Computation of bearing capacity factor N - Terzaghi's mechanism" Int. J. Geomech. ASCE, 3, 123-128.

Gulhati, S.K. and Datta, M. (2005), Geotechnical Engineering, Tata McGraw-Hill, New Delhi.

Hansen J. B. (1970), "A revised and extended formula for bearing capacity", Geotecnisk Inst., Bull, 28, 5-11.

Hatanaka., M., and Uchida., A.,(1996), “Empirical correlation between penetration resistance and internal friction angle of sandy soils”, Soils and Foundations , 36(4), 1-10.

Jamilkowski., M., Ladd., C.C., Jarmaine., J.T., and Lancellote., R.,(1985)., “New developments in field and laboratory testing of soils”, Proceedings of the 11th Int. Conf. on Soils and Foundation Engineering , SanFrancisco , 1, 57-173.

Janbu, N. (1957), "Earth pressures and bearing capacity calculations by generalised procedure of slices", Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, London, 2, 207-212.

Kerisel, J. and Absi, E. (1990), Active and Passive Earth Pressure Tables, Balkema, Rotterdam, The Netherlands.

Khan., A.K., and Pise., P.I (1994), “Presssuremeter testing of gangetic basin soil”, Indian Geotechnical Journal , 24(2), 165-175.

Kramer, S. L. (1996), Geotechnical Earthquake Engineering, Prentice Hall, New Jersey.

Kumar, J. (2001), “Seismic vertical uplift capacity of strip anchors”, Geotechnique, 51(3), 275-279.

Kumar, J., and Rao, V.B.K.M. (2003) "Seismic bearing capacity of foundations on slopes" Geotechnique, 53, 347-361.

Kumar, J., and Rao, V.B.K.M. (2002) "Seismic bearing capacity factors for spread foundations" Geotechnique, 52, 79-88.

Kuomoto, T. , Meyerhof, G. G. and Sastry, V. V. R. N. (1986), "Analysis of bearing capacity of rigid piles under eccentric and inclined loads", Canadian Geotechnical Journal, 23(1), 127-135..

Kurian, N. P. (1996), Design of Foundation Systems, Principles and Practices, 2nd Edition Narosa Publishing House, Chennai.

Lambe, T. W. and Whitman, R. V. (1987), Soil Mechanics, John Wiley and Sons, New York.

Leonardo, Z. (1973). Foundation Engineering for Difficult Subsoil Conditions, Van Nostrand Reinhold, New York.

Leonards, G. A. (1962), Foundation Engineering, McGraw-Hill, New York.

Leung, C. F., Radhakrishnan, R. and Tan, S. A. (1991), "Performance of precast driven piles in marine clay", Journal of Geotechnical Engineering, ASCE, 117(4), 637-657.

Manoharan, N., and Dasgupta, S.P. (1995) "Bearing capacity of surface footings by finite elements" Computers and Structures, 54, 563-586.

Marchetti., S.,(1980)., “In-situ test by flat dilatometer”, Journal of Geotechnical Engineering Division , ASCE, 106, GT3, 299-321.

Mayne., P.W., and Kamper., J.B.,(1988)., “Profiling OCR in stiff clays by CPT and SPT”, Geotechnical Testing Journal , ASTM, 11(2), 139-147.

Meyerhof, G. G. and Purkayastha, R. D. (1985). “Ultimate pile capacity in layered soil under eccentric and inclined load", Canadian Geotechnical Journal, 22, 399-407.

Meyerhof, G. G. and Adams, S. I. (1968). “The ultimate uplift capacity of foundations”, Canadian Geotechnical Journal, 5(4), 225-244.

Meyerhof, G. G. (1963). “Some recent research on the bearing capacity of foundations”, Canadian Geotechnical Journal, 1, 16-26.

Meyerhof, G. G. (1951). “The ultimate bearing capacity of foundations”, Geotechnique, 2, 301-332.

Mitchell, J. K. (1993), Fundamentals of Soil Behaviour, 2nd Edition, John Wiley and Sons, New York.

Murthy, V.N.S. (2002). Principles of Soil Mechanics and Foundation Engineering , 5th Edition, UBS Publishers Distributors Ltd., New Delhi .

Poulos, H. G. and Davis, E. H. (1980), Pile Foundation Analysis and Design, John Wiley and Sons, New York.

Prakash, S. and Puri, V. K. (1988), Foundations for Machines; Analysis and Design, John Wiley and Sons, New York.

Prakash, S. (1981). Soil Dynamics, McGraw Hill, Inc., USA.

Prakash, S. and Saran, S. (1971), "Bearing capacity of eccentrically loaded footings", Journal of Soil Mechanics and Foundation Engineering Division, ASCE, 97(1), 95-117.

Purkayastha, R. D. and Dey, S. (1991), "Behaviour of cyclically loaded model piles in soft clay", Proceedings of the Second Int., Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Missouri, 1, 701-710.

Purkayastha, R. D. and Char, R. A. N. (1977), "Stability analysis for eccentrically loaded footings", Journal of Geotechnical Engineering Division, ASCE, 103(6), 647-651.

Ramamurthy, T.N and Sitharam, T.G , (2004), Geotechnical Engineering-I (Basics of Soil Mechanics), S.Chand Publishers , New Delhi.

Randolph, M. F., Dolwin, J. and Beck, R. (1994), "Design of driven piles in sand", Geotechnique, 44(3), 427-448.

Ranjan, G., and Rao, A.S.R. (2000). Basic and Applied Soil Mechanics , 2nd Edition, New Age International (P) Ltd. Publishers, New Delhi .

Richards, R., Elms D.G. and Budhu, M. (1993) "Seismic bearing capacity and settlement of foundations" J. Geotech. Eng. ASCE, 119, 662-674.

Robetson., P. K., and Campanella., R.G.,(1983)., “Interpretation of cone penetration test part I: sand”, Canadian Geotechnical Journal , 20(4), 718-739.

Saran, S. and Agarwal, R.K. (1991) "Bearing capacity of eccentrically obliquely loaded footing" J. Soil Mech. Found. Div. ASCE, 117, 1669-1690.

Sarma, S.K, and Iossifelis, I.S. (1990) "Seismic bearing capacity factors of shallow strip footings" Geotechnique, 40, 265-273.

Schmertmann., J.H., (1986), “Suggested for performing the flat dilatometer test”, Geotechnical Testing Journal , ASTM, 9(2), 93-101.

Scott, R. F. (1963), Principles of Soil Mechanics, Addition-Wesley.

Sherif, M. A., Ishibashi, I. and Lee, C. D. (1982), "Earth pressures against rigid retaining walls", Journal of Geotechnical Engineering Division, ASCE, 108(5), 679-695.

Singh, A. (2002). Soil Engineering in Theory and Practice , 4th Edition, CBS Publishers, New Delhi .

Skempton., A.W., (1986), “Standard penetration test procedures and the effect in sands of overburden pressure, relative density, particle size, aging and over consolidation”, Geotechnique , 36(3), 425-447.

Sokolovski, V. V. (1965). Statics of Granular Media , Pergamon Press, Oxford .

Som., N.N., and Das. , S.C. , (2003), Theory and practice of foundation design, Prentice Hall of India Pvt. Ltd , New Delhi .

Soubra, A.H. (1999) "Upper bound solutions for bearing capacity of foundations" J. Geotech. Geoenviron. Eng. ASCE, 125, 59-69.

Srinivasa Murthy B R, G. L. Sivakumar Babu, and A. Srinivas (2002) "Analysis of bearing capacity improvement using micropiles", Ground Improvement, 6(3), 137-143.

Subba Rao, K. S. and Choudhury, D. (2005); "Seismic passive earth pressures in soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(1), 131-135.

Subba Rao, K. S., Nayak, S. and Choudhury, D. (2004); "Determination of displacement-related passive earth pressure", Geotechnical Engineering Journal , Journal of the Southeast Asian Geotechnical Society, AIT, Thailand , 35(2), 79-85.

Subba Rao, K. S. and Venkatesh, K. H. (1985), "Uplift behaviour of short piles in uniform sand", Soils and Foundations, 25(4), 1-7.

Terzaghi, K., Peck, R. B. and Mesri, G. (1996), Soil Mechanics in Engineering Practice, 3rd Edition, John Wiley, New York.

Terzaghi, K. (1943). Theoretical Soil Mechanics, John Wiley, New York.

Tomlinson, M. J. (1996), Foundation Design and Construction, Longman Higher Education.

Valangkar, A.J., Kameswara Rao, N.S.V., and Basudhar, P.K. (1973), “Generalized solution of axially and laterally loaded piles in elasto-plastic soil,” Soils and Foundations, 13(4), 1-14.

Vesic, A. S., (1973), "Analysis of ultimate loads of shallow foundations", Journal of Soil Mechanics and Foundation Engineering Division, ASCE, 99, 45-73.

Wang, Y.Z., (2000). "Distribution of earth pressure on a retaining wall". Geotechnique, 50(1), 83-88.

Woodward, P.K. and Griffiths, D.V. (1998) "Observations on the computation of the bearing capacity factor by finite elements" Geotechnique, 48, 137-141.