Page 158 - Civil Engineering Project Management, Fourth Edition
P. 158

Site surveys, investigations and layout
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                            The drainage of clay or clay and silt can present difficulty. The problem is not
                          so much that it cannot be done, but that it can take a long time, perhaps many
                          weeks. Sand drains (i.e. bored holes filled with fine sand), can be satisfactory as
                          part of the permanent design of the works, but they usually operate too slowly
                          to be of use during construction. If ground is too soft, any attempt to start excav-
                          ating it by machine may make matters considerably worse, and end with the
                          machine having to be hauled out. The act of removing overburden may make a
                          soft area even softer as springs and streams, otherwise restrained by the over-
                          burden material, break out and change the area to a semi-liquid state. If the resi-
                          dent engineer sees the contractor moving towards these difficulties he should
                          advise him of the possible consequences, and endeavour to give assistance in
                          devising a better approach. A paramount need may be to call in an experienced
                          geotechnical engineer to investigate the problem and give advice as to the best
                          policy to handle the situation.


                          References


                          Schofield W. Engineering surveying. Butterworth-Heinemann, 2001.
                          ICE Site Investigation in Construction, 1993. (Part 1 Without site investigation
                            ground is a hazard; Part 2 Planning, procurement and quality
                            management; Part 3 Specification for ground investigations; Part 4
                            Guidelines for the safe investigation by drilling of landfills and
                            contaminated land.)
                          Clayton C.R.I., Simons N.E., Matthews M.C. Site investigation. Blackwell, 1995.
                          Transport and Road Research Laboratory, Road Note No. 17, Protection of
                            Subgrades and Granular Bases by Surface Dressing. (An early publication but
                            useful for construction of site roads.)
                          BS 1377:1990: Methods of test for soil for civil engineering purposes, Parts 1–9.
                            (Part 1 General requirements and sample preparation; Part 4 Compaction
                            tests; Part 9 In-situ tests.)
                          BS 5606:1990: Guide to accuracy in building.
                          BS 5930:1981: Site investigations code of practice.
                          BS 5964:1980: Methods for setting out and measurement of buildings.
                          BS 8004:1986: Foundations code of practice.
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