... UDder the cLjonditionsof soft loading. This oritical H ratio was obtained by the full-scale observation data and the FEll oalculations. It should be noted that for the FEN cal- culations the strength properties of the overlying rooks are to be evaluated reali- stioally since their properties define...

..." rook without ~!ne :provia ion" of ay remedial founda- tion treatment. The Cavemouil marble, ex- reed all alODg the left bank extanded elow the .ntire }GO length of the already completed aaddle dam and pond grave haaardil of leakage and failure of the dam by piping and erollion of the "and cuing...

... engineeriJlg structures such as dams, bridges, tall buildiJlgs, towers, etc. are genera1~ founded on a rock mass if ,:hltact or competent rook is located at a ~easonable depth below the groun.d level. However, the ooncept of founding a struc- ture on rock whenever the soil above the rook has inadequate...

... It is proposed here to disouss some case histories of artifioial orustal distur- bances im fraotured rook mass. These case histories involve two oases of reservoir induced seismioity at Idukki and Kadana reservoirs, both situated in fraotured rook terrain, but in different teotonio enVironment. Tbe Idukki...