Titlebook: IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 1; Slope Stability: Cas Abdul Shakoor,Kerry Cato Conference p

滔滔不絕的人

Factors Contributing to Rockfall Occurrence and the Associated Risk in Rockville, Utahtal rockfall of December 2013 that destroyed a home and killed two people. The stratigraphic units present in the area include the well-indurated, Upper Triassic, Shinarump Conglomerate Member (cliff-forming unit) of the Chinle Formation that caps the less-resistant, Lower Triassic, Moenkopi Formati

microscopic

Weathered Rock Slope Stability Assessment and Risk Mitigation Measures—A Case Study from UKM Campus,iled after a heavy rainfall in November 2012. The main objectives of this study are to assess and characterize the landslide hazards to identify the geological parameters contributing towards the hazards and to recommend suitable risk mitigation measures. The study has been carried out by discontinu

amputation

Landslide Prevention Costs in Road Construction Projects: A Case Study of Diezma Landslide (Granada,ed final budget. However, there is still limited data collected that reveals the actual costs of geotechnical issues. The Diezma landslide, affecting the A-92 highway (Granada, SE Spain), is a great example of this situation. The construction project, which was started in 1988, did not identify the

袋鼠

兵團(tuán)

Rockfall Hazard Assessment at the World Heritage Site of Giant’s Castle Reserve, Drakensberg, South for casualties and fatalities, have occurred in the past and occur sporadically in that mountain range. In this study rockfall accumulation zones were mapped, and a data set of 208 rockfall boulders was developed. The falling blocks’ measured size range from 1?m. to 4?×?10. m. and the shape for the

Ventricle

Mere僅僅

孤獨(dú)無助

Geomechanical Behavior Changes of Bunter Sandstone and Borehole Cement Due to scCO2 Injection Effect and mechanical evaluations. To simulate reservoir conditions, rock and cement specimens were conditioned during 5?weeks with scCO. at 333?K, brine at 16?MPa of hydrostatic pressure. Geomechanical experiments, such as traditional triaxial compression test and Brazilian tests, were executed with untr

遍及

經(jīng)典

Integration Between Physiographic Compartmentation and Geomechanical Characterization of Rock Massesrazil) based on the integration of the physiographic compartmentation and the geomechanical characterization of the study area. To produce physiographic compartmentation, the study area was subjected to photointerpretation to identify areas with homogenous textures and similar geomorphologic feature