Stability of earth dams during earthquakes has been a major concern for geotechnical engineers in seismic active regions. Liquefaction induced slope failure occurred at the upstream slope of a major e
The objective of this study is to develop an analytical methodology to evaluate the effectiveness ofvibro stone column (S.C.) and dynamic compaction (D.C.) tech
It has been well studied that the γ-function explicit method can be effective in providing favorable numerical dissipation for linear elastic systems. However,