Page 146 - Moving the Earth_ The Workbook of Excavation
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ROCK, SOIL, AND MUD

                   3.40   THE WORK

                               Clay. Clay fills are liable to become soft and slippery during rain. The wet surface may be bulldozed
                               off and replaced with dry material, or the dry material may be dumped over the mud in sufficient
                               quantity to carry traffic over it, and may be removed later. If rain is anticipated, the original fill
                               may be left low, to leave room to cover it.
                                 If fill is coming from two or more sources, it is sometimes possible to keep the clay in lower
                               parts of the fill and the better material on the top.
                               Area Dumping.  If trucked soil is too wet to be stabilized and will not support trucks after being
                               spread, and if the ground (or lower layer of the fill) is passable to trucks, area dumping may be
                               resorted to. A calculation is made of the amount of fill needed in a given area and the amount of
                               each incoming load. Allowance must be made
                               for shrinkage of the soil upon drying and
                               after compaction, and the number of loads
                               required in such an area may be found by
                               dividing the cubic yards required by the
                               corrected yardage of a truckload.
                                 The trucks may then dump their loads in
                               piles which can be left to dry, then be spread
                               and compacted.
                               Buried Mud.  If it is impossible to truck in
                               the area to be filled, the mud must be cov-
                               ered as it is dumped with a layer of dry fill,
                               gravel, or rock sufficient to support the trucks.
                               Sometimes the mud will support a bulldoz-
                               er which can roughly grade the soft fill. The
                               dry surfacing is advanced close behind the face
                               of the mud fill, trucks dump the mud at its
                               edge, and the dozer pushes it over the face,
                               digging down sufficiently to allow place-
                               ment of more surfacing. See Fig. 3.30.
                                 In such mud work, it is advisable to have
                               at least two dozers, so that the one working
                               in  mud can be promptly rescued if stuck.
                               Under extreme conditions two dozers may be
                               attached to each other, back to back, by a
                               chain or cable. As one of them pushes mud
                               toward the face, the other backs up toward it,
                               keeping the line slack. When the pusher backs
                               up, the other one pulls it to firm footing. The
                               helper Cat need not have a dozer, and prefer-
                               ably should be larger than the one doing the  FIGURE 3.30  Two-layer fill.
                               work. Wide tracks are a big asset in mud.



                               STUCK MACHINERY



                               The next problem to consider is how to rescue machinery that has sunk so far into mud that it cannot
                               move under its own power. The easiest and most attractive method is to stretch a chain or cable
                               to some power source and pull it out. Often there is no such power available; but if there is, it
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