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  • Users: MaksimR
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  1. MaksimR

    Destruction/compression of soil by CPT

    Dear All, Please, advice me. I am looking for description of destruction/compression of soil during CPT. In different soils (clayey - sandy soil) it should be different process...., different size of influenced zone and so on. Any feedback are much appreciated. Best Regards, Maxim
  2. MaksimR

    Not usual behavior of sleeve friction during PCPTU

    Short description of behavior: "Often a noticeable decrease in friction (ratio) occurs at 1 metre intervals. This happens when the force on the rods/cone is reduced in order to add another length of pushrod (1m). When the test is continued, the friction has to "build up" to attain...
  3. MaksimR

    CPT rods string stability during penetration

    Dear All, I am looking for the information about "stability" of the cpt rods string during penetration. It is depend from the type of soil, depth and load. It is like feeling - when you have to stop penetrating to prevent the break of string and equipment. PLEASE HELP TO...
  4. MaksimR

    evaluation of foundation condition under a building

    Dear Sirs, I am looking for information about evaluation of foundation condition under a building for determination of volume of improvement work for increasing the bearing capacity (foundation improvement for prevent the failure or deformation). As i understand it can be achieve by means...
  5. MaksimR

    evaluation of foundation condition under a building

    Dear Sirs, I am looking for information about evaluation of foundation condition under a building for determination of volume of improvement work for increasing the bearing capacity (foundation improvement for prevent the failure or deformation). As i understand it can be achieve by means...
  6. MaksimR

    evaluation of foundation condition under a building

    Dear Sirs, I am looking for information about evaluation of foundation condition under a building for determination of volume of improvement work for increasing the bearing capacity (foundation improvement for prevent the failure or deformation). As i understand it can be achieve by means...

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