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Recent content by shm

  1. shm

    hello everyone, it is the first tim

    Ok UltimateVelocity, I will try this test method to see but i think that a 30 inch diameter is too much especially with aggregates having 8 inches in diameter! thanks for your help.
  2. shm

    hello everyone, it is the first tim

    Thank you UltimateVelocity for your suggestion. however,I wonder if the slump cone is reversed or taken in the normal position, and if the mixute is pricked or not. I've tried to use this procedure as if it was a conventional concrete but it didn't lead to results. any other idea?? thanks in advance
  3. shm

    The slump to test the flowability of CLSM

    hello everybody,I would like to know if there is among you who have already tried to test the flowability of CLSM with a slump: we maintain the slump reversed (at back)on a smooth and nonporous surface and we fill it with the material, and then we raise vertically and we measure the diameter of...
  4. shm

    flowability of CLSM

    hello everyone, it is the first time I take part in this forum and really don't know how it should be, but anyway I will put my question. so my question is: is there somebody here who has an idea about how to test the flowability of CLSM (CONTROLED LOW STRENGTH MATERIALS) especially those which...
  5. shm

    hello everyone, it is the first tim

    thank you GINGER for suggesting this test. however I want to know if the test you proposed is that of the vibrating table or it is another standard ASTM which is different. I ask this question because even the vibrating table does not go with this type of material : after two or three blows we...
  6. shm

    hello everyone, it is the first tim

    hello everyone, it is the first time I take part in this forum and really don't know how it should be, but anyway I will put my question. so my question is: is there somebody here who has an idea about how to test the flowability of CLSM (CONTROLED LOW STRENGTH MATERIALS) especially those which...
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