Page 173 - Water Standards
P. 173

technical standards, and its performance shall be checked before use.
                       New⁃type blasting materials can only be used when its performance is
                       proven to be in accordance with regulations, and agreed by the de⁃
                       partments in charge of security and technology.
                           2  Enough ventilation and time shall be ensured after blasting,
                       and it is not allowed to enter the blasting surface too early. Digging of
                       an un⁃blasted hole is forbidden, and there shall be measures to
                       prevent stray current and static electricity from causing harm.
                           3  After blasting and before entering the tunnel, the stability of
                       the rock and stratum shall be checked. Check the condition of critical
                       rock carefully, and deal with it seriously, until the tunnel roof lining
                       is finished.
                           4  When special strata are gone through or unusual signs are
                       found, special technological measures for disaster prevention shall be
                       developed, according to specific construction conditions.

                                            3   6  Aqueducts

                       3   6   1  The construction of aqueduct foundations shall meet the fol⁃
                       lowing requirements:
                           1  The excavating, backfilling and treatment of the foundation
                       of aqueducts shall meet design requirements and that of Sections 2   3
                       and 2   5 in this specification.
                           2  The allowable error of masonry or concrete gravity pier foun⁃
                       dations shall meet the requirements of Table 2   8   11-2  
                           3  The construction of dug piles and bored piles shall meet the
                       requirements of Section 2   5 in this specification.
                       3   6   2    The supporting structures of aqueducts shall meet the
                       following requirements:
                           1  Pier supports. Concrete and masonry pier supports shall meet
                       the design requirements and that of Sections 2   7 and 2   8 of this speci⁃
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