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- W565519622 abstract "As granular fills and excavation costs have increased, many municipalities, counties, and state departments of transportation have chosen the staged-loading approach with a single geotextile layer, or a composite layer of a geogrid and a geotextile for reinforcing road embankments on soft soil. This article reviews construction monitoring for this technique. The first step in the construction process is to prequalify the soil and geosynthetic materials based on the specification. A preconstruction meeting is essential to confirm that specification details are adhered to; this article includes a checklist of details. Designs for embankments on soft and organic soils typically are based on limit-equilibrium stability analyses and an evaluation of bearing capacity, lateral spreading, and undrained and drained creep. The designer should analyze both total and effective stresses. When building on soft and organic soils, it is also critical to monitor excess pore pressures created within the subsoil as a result of embankment loading. Pneumatic piezometers are typically used for monitoring. Embankment-settlement monitoring is usually the least expensive and most meaningful parameter to obtain during construction. Continued settlement indicates dissipation of excess pore pressure and shear-strength gain. Lateral displacement of soil during embankment placement should be expected. The degree and location of movement can indicate creep-strain or potential failure." @default.
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- W565519622 date "1998-06-01" @default.
- W565519622 modified "2023-09-26" @default.
- W565519622 title "CONSTRUCTION-ENGINEERING TECHNIQUES FOR SOFT GROUND" @default.
- W565519622 hasPublicationYear "1998" @default.
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