Direct Shear Test Calculations | English | Geotech with Naqeeb

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Hi which one would be vertical and horizontal displacement?

Mentos
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It's quite helpful.
Thanks for sharing...

afnanahmad
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what to do when the points are not in linear trend

mackorenmkhongbuh
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Hello! Amazing video. Can you please share the XL Sheet?

AnupamPande-skbi
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In some cases load reading multiply with constant & 5
Can you explain it?

sreenathijk
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Nice vedio, by d way can we fix cohesion value automatically.

munavarshaikh
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thank you so much, sir. It's quite helpful.

diluweerasinha
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Thanks very helpful but can you send me a Geotech worksheet and excel files?
and i have questions? where the shear force came from? is it from Proving ring?
and the Displacement? is it horizontal displacement or vertical displacement?

Jer-Lex
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If the trendline is not coming straight, is it consider ok or not?
Pliz reply

usha_risvlog
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What does it mean if the cohesion intercept (y intercept) is negative?

gbengaakinlade
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Could you recommend some laboratory testing vedio to see preparing sample and test conducted?

munavarshaikh
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Hi if you still here can the cohesion be negative thanks

MM-rkvx
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I think that your normal stresses must be adapted whit the displacement. At rigour studies the impacted zone is the corrected surface !!!

chiekhoundiaye
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How do you choose those values of 50 100 and 200 for Normal stress? If the answer is checking the depth of the sample, could you specify more? Because I never see an example where they calculate the normal stress for this type of problem. Thank you

abrahamalvarez
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If chohesion increases angle of friction also increases aa please reply me

meghanavaka
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very helpful thank you.
what about the correction of area ?

fareselghribi
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kindly share the excle file as well as the software used if possible CASTeR: Computer Aided Soil Test Report

salmanmalik