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      • EFFICACY OF UNIFIED AND HETEROGENEOUS HARDWARE DESCRIPTION NOTATIONS

        Kim,Kyung Sik,Hellestrand,Graham R.,Kanthamanon,Prasert,Lam,Alex C K 대한전자공학회 1995 ICVC : International Conference on VLSI and CAD Vol.4 No.1

        This paper presents a technique to determine the possible parallelism between different control-structures in large hierarchical Control- and Data-Flow Graphs (CDFGs). The technique is based on a hierarchical bottom-up heuristic, which after resolving data-and control-dependencies between control-structures, parallelizes selected control-structures, subject to minimizing resource consumption. The purpose of the technique is to be able to predict resource consumption and estimate execution time for large CDFGs. The technique has been tested on several DCFGs with up to 1442 nodes. The results indicate, that the technique performs well; for one example it estimated a total speed-up of 44% at the expence of an estimated resource overhead of -0.1, and general the speed-up ranges from 8% to 44%.

      • Applications of New Remote Sensing Technology to Natural Rock Slope Stability Analysis

        ( D Jean Hutchinson ),( David Bonneau ),( Dave Gauthier ),( Ioannis Farmakis ),( Kurri Reich ),( Paul-mark Difrancesco ),( Alex Graham ),( Melanie Coombs ) 대한지질공학회 2019 대한지질공학회 학술발표회논문집 Vol.2019 No.2

        Assessment of stability of natural rock slopes located above infrastructure corridors, such as railways, and highways is required in order to evaluate potential for failure, loss of infrastructure capacity, and threats to public safety. As these slopes are not engineered, natural failure processes dominate. These are difficult to assess as direct physical access is generally not possible, and monitoring data is rarely available. A variety of remote sensing techniques from several vantage points and platforms have been deployed to evaluate rock slope stability, including LiDAR, photogrammetry, and Gigapan photography, from terrestrial and a variety of airborne platforms. Techniques have been developed to utilize both single data acquisitions as well as time sequential data sets. Analysis of data sets from different sources has proven to be useful in order to reduce loss of data due to occlusion and to provide different data types which are useful for different applications. A number of case histories of large rock slopes in the mountainous areas of western Canada will be used to demonstrate the integration of engineering geology into the remote sensing analysis of the rock slopes. Research products include assessment of the rockmass characteristics, an assessment of block volume, analysis of slope deformation and failures leading to forecasting of potential future events, dependent on the failure mechanism. As the database of rock slope case histories continues to build, we are moving ever closer to a more detailed understanding of rock slope failure modes, precursor events, deformation thresholds and the effect of triggering events.

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