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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-632
... mass calculated in three-dimensional space can be plotted in a hemispherical diagram. From this diagram one can find the value of the deformation modulus in any given direction and even an estimate of the average overall modulus. INTRODUCTION The deformability of jointed rock masses is associated...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-322
... of one layer of reinforcement has been changed and the embankment SSS has been analysed. reinforcement displacement new approach stability Computation diagram construction embankment Equality expedient brace strength earth construction kuban state agrarian university stability loss...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-063
... pressure diagrams are still used for stability analyses of concrete structures founded on rock, particularly during preliminary studies. Piezometric measurements on several brazilian dam foundations were collected and analyzed. These mea- surements were taken at both rock-concrete contact...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-064
... the effect of the transfer of load on the foundations of dams and other structures. It has been found from field studies of existing dams that the inclination of the rock foundation beds influences substantially the shape of the diagram of the load transferred on the structure. Inclination of beds of rock...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-007
... of the heteroge- neous roof of adjacent chambers is solved by two methods. At first the calculation for initial rock lamination is performed, then the rock scaling possibility is deter- mined. The diagram for the calculation is shown in Fig. 1. y Fig. 1. The,diagram for stress- strain condition determination...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-101
... Frictional Resistance rock cutting rake angle diagram strength tool edge metal friction cross-section amonton frictional mechanism mechanism Nishimatsu expression obliquity friction resistance initiation asperity macroscopic failure crack Frictional mechanism of ploughing Proceedings...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-033
... which was developed at the ETH is given elsewhere (Kovári & Tisa 1975). In figure 4 typical diagrams for a Sigalda hyaloclastite is shown. The slope of the line AB is chosen 3.3 Soil mechanical testing. At the two localities described previously disturbed samples of practically incoherent, un...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-165
... 0;; 0; AXIALto STRESS z 0 ii5 (J) Aw 0::c, ::E 0o Fig. 5 Relationship between axial streSS and swelling strain TO answer the question to what extent such a stress-strain diagram is reproducible several 'tests were carried out starting from different values of the initial loa- ding 0A (Fig. 6...

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