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  • Users: civinco01
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  1. civinco01

    Premiums for bonds

    Can anyone advice on indicative precentages for bonds in EPC projects. Performance, stability, advance payment
  2. civinco01

    Analitic Structure

    A potential client is asking us to prepare the analitic structure of the project in accordance to PMI. can anyone advice how to proceed.
  3. civinco01

    Vibration due to Noise

    Dear Colleagues: I'm working at the moment in a project were our client is asking us to comply with the following Noise Vibration levels. Category Vibration limit (?)see com: 1 Rooms/ areas Comments 1 < 0.02 m/s2 Central control room 2 < 0.04 m/s2 Workshops, laboratories, control rooms...
  4. civinco01

    Fire resistance of construction steel

    Dear Colleagues: Can anyone advice if there is a special type of Steel that I can specify to comply with special Fire Ratings. In fact how can I comply with a Passive Fire rating of 15 min or 30 min or even 60 minutes. can I simply comply changing the type of steel or by specifying greater...
  5. civinco01

    EXPLOSION DESIGN

    Can anyone advice how to consider/evaluate explosion loads against buildings. This is required for the design of a Power plant to be built inside a LNG Gas Station Facility. What are the regulatory codes, typical values.
  6. civinco01

    PIERCING BLAST

    I have a case of a water outfall Tunel in Phillyte rock to be excavated to be able to connect to an existing water outfall tunnel which is generally full of water and cannot be dried due to operatibility of another process. Our consultant is recommending to build a tunnel just 5 meters before...
  7. civinco01

    Solution for Wrong Installed Anchors?

    Our deisgner specified the following anchors for a Turbine house in an industrial project. M52 with embeded nuts with washers PL diam (e)140 (i)55 Th. 12. Unfortunately we have placed the wrong ones PL e98 i54 Th 7. We are now afraid that the anchors installed will not be sufficient to take the...
  8. civinco01

    Construction on top of Waste Fill

    Has anybody had any experience about faoundations on top of a waste fill? The case is: There is a waste fill(construction debri eg.concrete, wood, pipes) of approx 10 mts in a sea gained area. Below the fill there are soft clays and sands. The loads we have are in a range of 1kg/cm2 to...

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