Page 310 - Fundamentals of Geomorphology
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PERIGLACIAL LANDSCAPES 293


                Box 11.3

                PROBLEMS OF DEVELOPMENT ON PERMAFROST

                Buildings, roads, and railways erected on the ground  pushing the piles upwards. In consequence, bridges,
                surface in permafrost areas face two problems (e.g.  buildings, military installations, and pipelines may be
                French 1996, 285–91). First, the freezing of the ground  damaged or destroyed if the piles are not placed judi-
                causes frost heaving, which disturbs buildings, foun-  ciously. Other measures include inserting open-ended
                dations, and road surfaces. Second, the structures  culverts into pads and the laying of insulating matting
                themselves may cause the underlying ice to thaw,  beneath them. In addition, where the cost is justified,
                bringing about heaving and subsidence, and they may  refrigeration units may be set around pads or through
                sink into the ground (Plate 11.9). To overcome this  pilings. Pipes providing municipal services, such as
                difficulty, the use of a pad or some kind of fill (usu-  watersupplyandsewagedisposal,cannotbelaidunder-
                ally gravel) may be placed upon the surface. If the  ground in permafrost regions. One solution, which was
                pad or fill is of the appropriate thickness, the thermal  used at Inuvik, in the Canadian NorthWestTerritories,
                regime of the underlying permafrost is unchanged.  is to use utilidors. Utilidors are continuously insulated
                Structures that convey significant amounts of heat to  aluminium boxes that run above ground on supports,
                the permafrost, such as heated buildings and warm oil  linking buildings to a central system.
                pipelines, require the taking of additional measures.  The Trans-Alaska Pipeline System (TAPS), which
                A common practice is to mount buildings on piles,  was finished in 1977, is a striking achievement of con-
                so allowing an air space below between the build-  struction under permafrost conditions. The pipeline is
                ing and the ground surface in which cold air may  1,285 km long and carries crude oil from Prudhoe Bay
                circulate (Colour Plate 14). Even so, in ground subject  on the North Slope to an ice-free port at Valdez on
                to seasonal freezing, the pile foundations may move,  the Pacific Coast. It was originally planned to bury the


























                Plate 11.9 Subsidence due to thawing of permafrost, Dawson, Klondike, Alaska, USA.
                (Photograph by Tony Waltham Geophotos)
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