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Geotechnical methods of reinforcement of slopes near railroads
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作者 Vladimir D.Vereskun Victor A.Yavna 《Research in Cold and Arid Regions》 CSCD 2015年第5期469-474,共6页
In order to generate well-based design decisions on reinforcement of landslide slopes and road embankment slopes, a system of combined geotechnical analysis of geological conditions is suggested which includes topogra... In order to generate well-based design decisions on reinforcement of landslide slopes and road embankment slopes, a system of combined geotechnical analysis of geological conditions is suggested which includes topographic and geo- physical survey, and laboratory studies of soils using infra-red spectroscopy methods. Calculations of slopes' deflected modes are carried out with taking into account elastic and elasto-plastic behavior of soil, and the presence of supporting man-made constructions. Results of the application of the system suggested may be used as criteria for the classification of landslide slopes along permanent ways according to the degree of danger when used for transportation. 展开更多
关键词 landslide slopes railway track engineering survey computer simulation stability factor
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Performance of Slope Behavior Indicators in Unsaturated Pyroclastic Soils 被引量:3
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作者 Luciano PICARELLI Emilia DAMIANO +3 位作者 Roberto GRECO Aldo MINARDO Lucio OLIVARES Luigi ZENI 《Journal of Mountain Science》 SCIE CSCD 2015年第6期1434-1447,共14页
Landslide risk is increasing in many parts of the world due to growth of population and infrastructures. Therefore, an effort has to be made in developing new and cheap sensors for areas susceptible of landslides to c... Landslide risk is increasing in many parts of the world due to growth of population and infrastructures. Therefore, an effort has to be made in developing new and cheap sensors for areas susceptible of landslides to continuously control the slope behaviour, until approaching failure conditions. The paper reported experimental data from smallscale physical models about the performance of Time Domain Reflectometry(TDR) and optical fibres, which act as the indicators of the incoming failure of slopes covered by unsaturated granular soils. Obtained results appear encouraging, since both sensors provide continuous information about the state of the slope, in terms of water content profiles and ongoing deformations, induced by rainwater infiltration, even immediately before the triggering of a fast landslide. 展开更多
关键词 Unsaturated granular soils slope monitoring Rapid landslide Optical fibre Time Domain Reflectometry Probe
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