Site investigation in construction: Part 3 Specification for by Site Investigation Steering Group

By Site Investigation Steering Group

This Specification comprises linked Schedules and a invoice of amounts, and is meant for common software to flooring research paintings. The invoice of amounts is gifted as a preamble and a entire checklist of labor goods, which comfortably cross-relate to the Specification goods. This Specification can be used at the side of any appropriate contractual contract among the procurer and floor research contractor. The involvement of a Geotechnical Adviser of Geotechnical expert is taken into account crucial within the making plans, procurement and supervision of flooring research paintings

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Extra resources for Site investigation in construction: Part 3 Specification for ground investigation

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The disc(s) or other agreed transmission medium containing data specified in the Contract to be in digital form shall be contained within the covers of the factual report in such a manner that they are secure within the documents but allow ready access. 2. The digital data provided with the factual report shall be complete and a total replacement of any previous preliminary data. 3. The factual report shall clearly indicate where data are included as a paper record but are not included in digital form.

Equipment for measuring pore pressure in rock specimens under triaxial load. 402 1966. Site Investigation Steering Group. Guidelines for the safe investigation by drilling of landfills and contaminated land. Thomas Telford, London, 1993. Specification for ground investigation. Thomas Telford, London, 1993 37 Specification for the excavation and reinstatement of openings in highways, HAUCSWP163, September 1991. Contaminated ground Cl Arsenic in potable water by atomic absorption spectrophctometry (semi-automatic method).

2. 2. The piezometer tip shall consist of a porous ceramic element or other suitable element not less than 150 mm long with a diameter not less than 35 mm, and shall be protected at each end by unplasticised polyvinylchloride (uPCV) fittings. The ceramic shall have a pore diameter of the order of 60 microns and a permeability of the order of 3 X 10~4 m/s. 3. The uPCV tubing shall be according to BS 3506 Class 6 nominal size 19 mm and shall be supplied and installed in not less than 3 m lengths, except for one shorter length as required to suit the total standpipe dimensions.

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