References
[1]. Ambraseys, N. N. (1960). On the Seismic Behaviour of
Earth Dams. Proceedings of the Second World Conference
on Earthquake Engineering (Vol. 1), Tokyo and Kyoto,
Japan, 331–358.
[2]. Choudhury, D. & Nimbalkar, S. (2005). Seismic passive
resistance by pseudo-dynamic method. Geotechnique,
55(9), 699-702.
[3]. Choudhury, D. & Nimbalkar, S.S., (2006). Pseudodynamic
approach of seismic active earth pressure
behind retaining wall. Geotechnical and Geological
Engineering, 24(5), 1103-1113.
[4]. Das, B.M. (1992). Principal of Soil Dynamics, McGraw
Hill. 2-5 to 2-15.
[5]. Indian Standard Method of Test for Determination of
Dynamic Properties of soil, IS 5249-1978, Indian standard
Institution, New Delhi.
[6]. Kapila, J. P. (1962). Earthquake Resistant Design of
nd Retaining Walls. Proceedings, 2 Earthquake Symposium.
(pp. 97-108), Univ. of Roorkee, Roorkee, India.
[7]. Kramer, S. L. (1996). Geotechnical Earthquake
Engineering. Prentice-Hall,Englewood Cliffs, NJ, 469-475.
[8]. Mononobe, N. & Matsuo, H. (1929). On the
Determination of Earth Pressures during Earthquakes.
Proceedings, World Engineering Congress.
[9]. Nadim, F. (1982). A Numerical Model for Evaluation of
Seismic Behavior of Gravity Retaining Walls. Research
Report R82-33. Department of Civil Engineering,
Massachusetts Institute of Technology, Cambridge.
[10]. Okabe, S. (1926). General Theory of Earth Pressures.
Journal of the Japan Society of Civil Engineering, 12(1).
[11]. Seed, H. B. & Martin, G. R. (1966). The Seismic
Coefficient in Earth Dam Design. Journal of the Soil
Mechanics and Foundations Division, ASCE, 92(SM3),
25–58.
[12]. Seed, H. B. & Whitman, R. V. (1970). Design of Earth
Retaining Structures for Dynamic Loads. Proceedings, ASCE
Specialty Conference on Lateral Stresses in the Ground
and Design of Earth Retaining Structures, ASCE. (pp.
103–147).
[13]. Steedman, R.S. & Zeng, X., (1990). The influence of
phase on the calculation of pseudo-static earth pressure
on a retaining wall. Geotechnique, 40(1), 103-112.
[14]. Wood, J. H., (1973). Earthquake-induced soil pressures
on structures. Rep. EERL., 73-05.
