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Keywords: ground acceleration
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Proceedings Papers

Paper presented at the 51st U.S. Rock Mechanics/Geomechanics Symposium, June 25–28, 2017
Paper Number: ARMA-2017-0334
... behavior of high concrete gravity dam, in this study, a 185 m gravity dam model experiment based on similarity theory is carried out on a shaking table which type is Dys-600-5-05. The inputting seismic peak ground acceleration is kept as 5.32 g, and the earthquake periods are 0.48 s, 1.44 s, 3.20 s, 6.4 s...
Proceedings Papers

Paper presented at the 47th U.S. Rock Mechanics/Geomechanics Symposium, June 23–26, 2013
Paper Number: ARMA-2013-378
... with observations. In addition the effects of tsunamis on rock slopes are explained through the recent mega-earthquakes and are discussed. Earthquake Fault rock slope Reservoir Characterization ground acceleration sandstone Upstream Oil & Gas characteristic rock mass stability Aydan Earthquake...
Proceedings Papers

Paper presented at the Vail Rocks 1999, The 37th U.S. Symposium on Rock Mechanics (USRMS), June 7–9, 1999
Paper Number: ARMA-99-0637
... justified the use of a pseudostatic acceleration that is approximately 35 percent less than the peak ground acceleration. INTRODUCTION Lake Mathews is the terminus reservoir for the Colorado River Aqueduct (CRA) and is located in Riverside County, California. The facility is owned by the Metropolitan...
Proceedings Papers

Paper presented at the Vail Rocks 1999, The 37th U.S. Symposium on Rock Mechanics (USRMS), June 7–9, 1999
Paper Number: ARMA-99-0063
... to the face) of 3.22 m 2. In this slope two-dimensional DDA is employed for two extreme loading conditions: static, and true dynamic. Upstream Oil & Gas ground acceleration stability Reservoir Characterization displacement dolomite key block inclination dynamic rock slope stability analysis...
Proceedings Papers

Paper presented at the The 24th U.S. Symposium on Rock Mechanics (USRMS), June 20–23, 1983
Paper Number: ARMA-83-0187
... of the permanent displacements. The conditional distribution presented in Figures 5 and 6 is sufficient for most rock mechanics applications. It is derived by using the characteristics of 58 ground accelerations recorded on rock sites from several earthquakes in California. This method presented also permits...

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