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38     Cha pte r  O n e


          1.8.4 Microtunneling

          Advantages
          The microtunneling method is capable of installing pipes to accurate
          line and grade tolerances. It has the capability of performing in diffi-
          cult ground conditions without expensive dewatering systems and/
          or compressed air systems to pressurize the tunnel face. Pipe can be
          installed at a great depth without a major cost increase. The depth
          factor becomes increasingly important as underground congestion is
          increased, or a high water table and difficult ground conditions are
          encountered; where open-cut method becomes very costly. In this
          method, safety is enhanced, as workers are not required to enter the
          tunnel. The carrier (product) pipe, with sufficient axial load capacity,
          can be jacked directly without the need of a separate casing pipe or
          lining for soil support.

          Limitations
          The capital cost of equipment is high. However, on projects where
          this method has been competitively bid against other tunneling meth-
          ods, the unit price costs have been competitive. Some MTBM systems
          have difficulty in soils with boulders more than one-third of the
          machine diameter.

          1.8.5 Pilot-Tube Microtunneling

          Advantages
          The change-over and setup times for this method are short. The
          machine technology and operation is simple. The investment costs
          for the equipment is reasonable. The space needed to set up the equip-
          ment is small.

          Limitations
          The use of the soil displacement principle is only possible in soil that
          can be displaced [approximately with a standard penetration test
          (SPT) of less than 50]. Steerability becomes difficult with increasing
          jacking distance. Because of the absence of position monitoring and
          steering capabilities during the reaming process, obstacles or collaps-
          ing soil layers may cause directional deviations. This may lead to
          constraining forces at the coupling point of the pilot drill-rod string
          with the reamer and, in extreme cases, fracture the joint.

          1.8.6 Pipe Ramming

          Advantages
          The pipe-ramming method is an effective method for installing pipes
          and utilities under roads and railroad tracks. The versatile pit sizes,
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