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  1. hiluxxx03

    Soil Settlement

    I've got an instruction from our consultant that i don't understand the logic behind... based on the geotechnical report, we can excavate up to 1.5m from the natural grade level to achieve the needed soil bearing capacity but we must excavate 50cm more and backfill in two layers, 25cm per layer...
  2. hiluxxx03

    Foundation Works

    *i mean 2.0m excavation and have it compacted up to 95%...
  3. hiluxxx03

    Foundation Works

    I've got an instruction from our consultant that i don't understand the logic behind... based on the geotechnical report, we can excavate up to 1.5m from the natural grade level to achieve the needed soil bearing capacity but we must excavate 50cm more and backfill in two layers, 25cm per layer...
  4. hiluxxx03

    Construction Method Statement and Risk Assessment Archive

    Method of Statements my friend like for excavation works, foundation works, superstructure works. It's actually a statements of how you will materialize what's on the plan which includes how you will manage the health & safety of the workers involved.
  5. hiluxxx03

    Construction Method Statement and Risk Assessment Archive

    Thank you so much for all of you who responded very informatively to my previous thread... Does anyone have an archive of construction method statement and Risk Assessment because i would be preparing these paper works prior to commencing my construction work activities on site... Thanks in...
  6. hiluxxx03

    top and bottom reinforcement of footing

    thank you for the replies guys... this make me laugh at myself... i guess i need to work on my common sense with regards to construction actual procedure and read structural codes... anyway, better be a dumb for a day, than to become to ignorant the whole life... that's why i won't stop asking...
  7. hiluxxx03

    top and bottom reinforcement of footing

    i have a problem for my cutting list of the footing reinforcement... the footing is 2500mm x 3200mm x 600mm... the bottom reinforcement is 16mm @ 200mm o.c. bothways while the top reinforcement is 10mm @ 200m o.c. bothways... if i bend 90degrees and use e=12db, the top and bottom bars wont...

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