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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

I have not so big experience in CPT testing, but i did not noted the effect before. As i understand it is not so usual. It could be local effect in this area. I asked the question to find out this. Maybe someone more experience then me will say me......Hey, don`t worry. It`s normal. It is...

I have a calibration before the tests. We used 2 cones and result is same-same. As i understand it depends from the tested soil but i dont understand the process of this. Unusual - friction require more time for increase up to level before break Show me your e-mail and i will send you a sample...

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...

Thanks a lot. Maxim Do you know any sites according this subjects? Impruovement foundation etc

Hi BigH, Excuse me but i dont understand the term - "threads". Please, give the clarification Best Regards, Maksim

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...

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...

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...

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...