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Special Problems with Sedimentary Rocks
                46   Geotechnical Engineering

                                    it is continuous downward, and not a disconnected piece of rock or ‘‘float’’ resting
                                    in clay.


                                    Clay Pockets in Limestone
                                    Surface water penetrating limestone follows along vertical fractures, creating
                                    solution cavities. As shown in Fig. 3.3, these often are filled from above with
                                    residual soil. The vertical orientation of clay pockets and their random nature
                                    is such that they may be missed by exploration drilling borings and come as an
                                    unpleasant surprise when excavations are opened for construction of foundations.
                                    The surprise often can be averted by inspecting nearby outcrops and roadcuts,
                                    as in Fig. 3.3. Failing that, geophysical measurements such as earth resistivity or
                                    the use of ground-penetrating radar can be quite helpful. Such tests may be
                                    performed by geotechnical engineers or by geologists.



                                      Case History
                                      A tunneling machine essentially is a horizontal drill that is pushed forward
                                      by hydraulic pistons that push against opposing plates expanded against the
                                      sides of the completed tunnel boring. Therefore in order for the machine to
                                      advance it must have competent rock to push against. Exploration borings
                                      were conducted every 50 ft (15 m) along a tunnel route and showed no clay
                                      pockets, but the machine found one that was between the borings. The
                                      machine was stopped and has no capability for backing up, so a tunnel was
                                      started from the other end so that the machine could be pulled forward,
                                      and the tunnel completion date was moved back one year. A geophysical
                                      survey probably would have prevented this.





















                 Figure 3.3
                 A thin layer of residual soil covers this limestone, but weathering has proceeded along vertical
                 fractures to make solution cavities that are infiltrated with soil, creating pockets of soft clay that will
                 not support a foundation.

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