A KBS called XPENT (Faure et al, 1988; Faure et al, 1995; Mascarelli et al, 1992; Faure et al, 1991) is a KBS used to assist in slope stability analysis. It diagnoses the type of landslide based on information about the geology, vegetation, geomorphology and hydrogeology. It also advises methods of stabilisation. SISYPHE (Asté, 1992) is a KBS used to analyse slope instabilities and is also used in the diagnosis of hazard and landslides evaluation. This KBS has the ability to develop 3D models of the ground surface as well as slip surfaces and piezometric surfaces.
Wang et al. described a KBS used for the investigation of potential landslides (Wang et al, 1994). The system contains knowledge relating to the geotechnical properties, the spatial distribution of an unstable zone, methods of treatment and
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The system will also give a cost estimate for each potential road corridor as well as a probability of failure within its design life. It also includes a summary of the main advantages and disadvantages of each alignment.
Goh describes a KBS named PAVEDKB, which was developed for the design of flexible road pavements (Goh, 1993). The system also assists with selection of the properties of the pavement materials as well as appropriate soil parameters for the subgrade.
Dukes et al described a KBS known as ROAD, used for the design of major and primary road highways (Dukes et al, 1994). It is based on AASHTO design procedures, and includes the geotextile layer. It also considers the filtration and mechanical properties of the geotextile in the design.
Amirkhanian & Baker described a KBS used for selecting earthmoving operations equipment (Amirkhanian & Baker, 1992). The system uses information concerning operator performance and the soil conditions at the site and required earthmoving
In the LULC/Soil/Slope tool box, the last option is slope tab. User has to select to number of slope classes for the watershed. Two options are available to define the slope discretization in the slope definition tool box. First one is single slope and second one is multiple slopes. If user select single slope in the tool box, it creates slope range class 0-999%, if user selects multiple slopes, the tool allows to create 5 classes. For the kaddam watershed five slope classes has been selected in the tool box. The classes are 1) 0-5% 2) 5-10% 3) 10-15% 4) 15-35% and 5) 35-9999%. The slope map of the kaddam shown in the
During the upgrading of the road, the two-lane system was replaced by a four-lane highway in some places to accommodate the increasing traffic. The stretch between Joliet and Wilmington is one of the sections that underwent such changes. It was reconstructed between 1942 and 1945, a process that was authorized by the Federal Defense Act of 1941. The engineers used updated construction methods so as to sustain the wear and tear that was typical of the wartime. They applied sub-base of gravel and stone carpet on the original roadbed. They used Portland cement to construct the roadbed, making it 24-foot wide and 10-inch thick (National Park Service). Remarkably, the highway served Americans for about 50 years before it was officially decommissioned in 1984 and consequently abandoned by travelers following the construction of high-speed Interstate Highways.
Amec Foster Wheeler is a publicly traded company providing various services in markets such as Oil & Gas, Mining, Environment & Infrastructure and Clean Energy. The purpose of this report is to investigate and analyze stratigraphic units, geotechnical properties, identify the presence of weak clay layers in the Water Management Pond (WMP) site and how failures such as cracking can occur in embankment dams.
They can be caused by several different events including the undercutting a slope, or wearing away at the base of a hill from underground, because of stream erosion, or heavy or lengthy rainfall, rapid snowmelts, quick changes in groundwater. Other causes are seismic activity from construction or earthquakes or placing to much weight at the top of a hill. Some types of soil, such as clay or silt, are more prone to landslides than others so you must always learn more about the local geology and use geological mapping to detect slope hazards before building. There are multiple types of landslides (ADD PICTURES OF EACH AND MOVE TEXT ACCORDINGLY) like a slide, parallel movement along weak planes, a creep, slow movement of debris over a long period, a slump, ground falling in on itself in some places and moving downhill, a topple, objects tumbling end over end, a fall, falling objects possibly caused by a stream undercutting a bank or cliff, a flow, a mass moving in a water like fashion downhill, or a torrent, which is a random rapid release of water and other material (BC Geological Survey of the B.C. Ministry of
The project heads in a northeast direction beginning at the intersection with County Highway M (station 1+00) and ending at the designated end of project (station 78+69.31). A new horizontal and vertical alignment were designed based on a design speed of 55 mph and a superelevation rate of 6%. The calculated minimum radius for each of the three curves designed was 1065 feet. The new design for the roadway meets the maximum grade restriction of 5% for a rural arterial. The stopping sight distance requirements calculated
In the United States alone, landslides are estimated to cause 25 to 50 deaths and over one billion dollars in damage every year (Landslides 101). Landslides may be caused by natural factors or man-made events. Natural factors include over steepened slopes created through erosion caused by rivers, heavy rains or snowmelt saturation slopes and
Purpose / Justification: The purpose of this project is to provide a roadway link across SR-55; support circulation between
Within the state of New York, landslides are classified as the downward movement of a slope and materials under the force of gravity (New York State Hazard Mitigation Plan, 2008). This definition also includes: a wide range of ground movement, such as rock falls, deep slope failure, shallow debris flows, natural rock, soil or artificial fill (New York State Hazard Mitigation Plan, 2008). Depending on the size and location of the landslide, landslides can be dangerous (Hyndman and Hyndman 2014). There are three mechanisms that initiate landslides. One mechanism is too much water. When water is added to a slope, soil becomes saturated and pore water pressure increases causing a slope to slide. A second mechanism is cutting the toe and oversteepening of the base. Removal or addition of material at the bottom of a landslide increases steepness of a slope. A steeper slope is less stable, increasing the likeliness of a landslide to occur. The third mechanism is adding material to the top of a slope, this also helps creates steeper
A landslide would be tabulated as a disintegrate mass of earth or rock to configurate a mountain, cliff or a summit.
Within the United States Department of Transportation exists an agency called the Federal Highway Administration (FHWA) which was created on October 15, 1966. The FHWA supports State and local governments in design, construction, and maintenance of the Nation’s highway system. The Administration’s mainly responsible for making sure that the highways and roads continue to be among the safest and most technologically available in the world. The FHWA core highway topics are: environmental, federal and Indian lands, highway funding, international, research and technologies, roads and bridges, road users, safety, and road operations and congestion. In order for the FHWA to cover all those topics mentioned earlier the administration has many offices one of which is the Office of Operations.
The authors seem to be targeting city planners and prospective car buyers in the article. It goes on to explain, “There is also growing interest in the impacts on road networks operations among transportation planners and road
The Oso landslide in Seattle, Washington took 43 lives in 2014. (Metcalfe, 2015) New technology is used to determine the areas that a potential landslide could occur. A landslide is a shift of land down a slope. Using geographic information systems to determine the probability of landslides can save lives. North America experiences relatively less landslides than countries in South America and Asia. Steep slopes, excessive rainfall, unstable soil, and seasonal dry periods are the main reasons that South America and Asia experience a greater number of landslides than North America. (Shahabi, 2015) In North America, Seattle experiences the most landslides with over 100 since 2007. (Metcalfe, 2015) Seattle experiences large amounts of rainfall and is prone to steamrolling walls of muddy debris. (Metcalfe, 2015) Geographic information systems(GIS) allows us to visualize and interpret data to determine if a pattern is forming. GIS is used to compare different alternativities to help support a decision. (DeMeritt, 2013) GIS maps are formed to help show possible landslide areas. (DeMeritt, 2013) The maps are formed by using remote sensing, satellite images, and aerial views. (Shahabi, 2015) The caution areas are usually on large slopes, the edges of cliffs, or areas with little to no vegetation. Individuals can take necessary precautions when warned about a possible landslide. The goal is to save lives and prevent injuries. When a large storm is noticed, the areas prone
Hazard analysis is the process of quantitatively estimating the ground motion at a site or region of interest based on the characteristics of surrounding seismic sources. This study falls primarily within the disciplines of geology and seismology with input from civil engineering (FEMA, 1989). The basic methodology of hazard analysis is comprised of source modeling, wave attenuation, and local ground amplification.
Landslides are among the most common natural hazards and are the most damaging, leading to a variety of human and environmental impacts. Landslide is the result of a wide variety of processes which include geological, geomorphologic, and meteorological factors. Landslides triggering factors including geological, hydrological, topographical factors and loading conditions. From Garg to the Himalayas, covering an area of 30% of the world's long land, resulting in a large number of different and complex physical properties, which are popular in extreme weather conditions, weather, and harsh weather conditions. In many places, national highways, especially 108, are hit annually. As a result, there was a serious problem of destroying agricultural change. The land should provide the land, appropriately or indirectly, with accurate research and an opportunity to appreciate the estimate