Hello everyone
I have two plots belong to cemented sand and approximately got saturated around B values of 90% by back-pressure which then was subjected to UU triaxial test with 0.5 mm/min of strain rate , I am curious that at all all around pressures of 50 , 100 , 150 kPa , the deviatoric stress Vs axial strain in figure one for less amounts of cement shows usual behavior as all around pressure dependent but in second graph as cement percent increased the preliminary part of graph which consists of different values of all around pressures overlap with one another, what are the reasons?
I appreciate your kind replies
Hello dear Shayryar , what do you mean about the process? saturation process , loading , sample extraction , data interpretation or equipment precision , all mentioned items were followed by standards, I am trying to find other research papers wit same results. If you have any idea or have any paper regarding this matter please enlighten me
Thank you again for your time
Yes , look for How to Work & Setting the Device and make sure about the correct Results, if you are Student at University, you can just verify your results with the another Thesis that before had been worked with it.
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