Rocscience Slide 6 ((LINK)) Keygen 37

The slide is the most complete slope stability analysis software. It includes rapid drawdown, finite element groundwater seepage analysis as well as probabilistic and sensitivity analysis. You can analyze all types of soil and rock slopes as well as embankments, earth dams, and retaining walls. The latest CAD capabilities make it easy to create and modify complex models. The slide is the only slope stability program that includes a finite element groundwater seepage analysis to determine whether steady or transient conditions are being met.

The rock shape can have a number of effects. Shapes introduce eccentricity/moment arm from the centre of mass (COM) to the contact point. Depending on the impact geometry, angular velocity can be introduced upon impact. Shapes also affect where the rock impacts the slope, as illustrated in the following figure. The trajectory of the rock that has shape (on the right) would be affected by the wall. Shapes can also affect whether the rock can slide or roll. Sliding, toppling, or rolling can be observed in a rock with shape, whereas a rock modelled as a point in lump mass analysis can only slide.

Rocscience Slide 6 Keygen 37

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Fomenko, I. K., Gorobtsov, D. N., Pendin, V. V., and M. E. Nikulina. "The Reasons of Landslides Activization at Sakhalin Island (on the Example of Landslide Exploration at the River Lazovaya)." Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2018, St. Petersburg, Russia, May 2018.

Sakhalin area is characterized as one of the most problem in Russia. It connects with the amount of sliding phenomena expression. Understanding the reasons and mechanisms of landslides formation gives advantages in their increased activity forecast. It also helps in possible prevention of tragically accidents. Last year's landslides activation was registered in 36 localities, i.e. 10 were urban and 26 were rural. Landslides in bykovsky mudstones formation are of particular interest as properties of such rock are not fully explored.

At present sliding phenomena studying at Sakhalin area connects with the need of safety exploration the oil and gas pipelines. The section of the pipeline system, located in the Dolinsky and Makarov districts, passes through landslide areas. There take places mud and lique-faction slides with a capacity of 7,5 m and block slides characterized by 10,0 m capacity. That is likely to be hazardous to pipelines.

The assessment of sliding riskiness was made by impact analysis the sliding processes factors on the stability coefficient's value of investigated slide. Among factors were considered seismic activity, the value of groundwater level as consequence the value of interstitial pressure and strength soil's properties.

Detailed Program.

Geotechnical investigations and definition of soil strength parameters. Definition of the geotechnical model. Natural and artificial soil slopes.

A short account of classification systems for landslides.

Earth flowslides.

Slope stability analysis. Methods for the evaluation of the safety factor for a slope. Safety factor of a clay slope. Limit equilibrium methods. General formulation of the method of strips. Methods of fellenius, Bishop, Janbu, Morgestern & Price. Comparison between different methods of analysis. Use of the numerical code SLIDE (Rocscience). Italian regulations about slope stability analysis. Slope stability analysis in seismic conditions and pseudo-static method. Analysis of water pressure conditions in natural slopes. Water down-flow in natural and artificial slopes. Application of Finite Element Method to solve water-flow problems: case study of a river embankment. Application of FEM methods in slope stability analysis.

Rainfall-induced shallow landslides. Different approaches to study the triggering mechanism. Time-varying safety factor of a slope in reference with rainfall pattern. Analysis of some case histories. Multi-scale slope stability analysis: from the slope scale to the regional scale. Example of weather built-in platforms for the protection of the natural environment.

Investigations and reinforcement methods for landslides.

General reinforcement works. New profiling of the slope. Gravity draining works. Reinforcement through structural elements such as cantilever walls, anchors, piles. Examples of case studies.

Basic principles of rock mechanics. Stresses, strains and typical behaviour of materials. Methods of description of rock masses and joints. Field investigations on rock masses. Laboratory tests on massive rock and joints. Geotechnical characterization of a rock mass.

Stability analysis of both natural and artificial rock slopes. Planar rock slide and sliding along joint intersections. Rock fall and topple. Limit equilibrium methods for rock slopes.

The role of monitoring systems in the prevention of risk for complex and deep landslides.

Examples of monitoring systems of active or quiescent landslides. be457b7860

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