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Noted more videos as you desired are coming. Stay tuned!

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Today we have exams already shared the video

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You have to subscribe once again and pay the subscription cost

@@MasterCivilEngineering omg thought was per life

For some Softwares you have to pay the purchase cost also

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@@MasterCivilEngineering aye will do lad my geomechanics module is dog shite and this the only way I learnt this active earth pressure

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My pleasure

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May God Bless You With Good Health Too ❤️

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@@MasterCivilEngineering 　　　　　　Our group has been able to obtain 1cm in-situ survey data up to 25m. The data has already been published in JGS. Data on locations where soil samples are difficult to obtain. We have measured up to the level of weathered rock. How to handle singularities in data reduction? We have determined C,φ by confirming and discussing the same soil strata. thank you. I'll study more.

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For finding failure plane angle in drained condition you have to take drained friction angle

For drained conditions you have to take effective stress parameters and for undrained conditions you have to take total stress parameters

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You can clearly see from the solution that water table is reducing the bearing capacity of pile

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@@MasterCivilEngineering Thanks!! Got it soft clay have no effect of water table here but during calculation of effective thrust of dense sand, minus the unit density of water which reduce the bearing capacity.

Glad to Know that video was helpful to you

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A and B are the sides of small square footing and m and n are the unitless coefficients which are used to determine Influence Coefficient

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I m sorry to hear that video wasn't helpful to you, can you please elaborate where the solution lacked clarity

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Yes the value of total stress is 20x8.5 + 9.81×6 = 228.8 KPa

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Combined correction for curvature and refraction is C = - 0.0673d^2 Where d is distance in Km and C is in m

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Yes the pore pressure is 130.473 kPa, Thanks for correcting me it was a typing error.

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True rise is the difference of Staff Readings when the level is at a midway

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Yes for this example this is the only block shear failure pattern

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You need to calculate group index when you have to classify soil according to AASHTO Soil Classification System and it is to be calculated for every soil whom you need to classify

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I will make a video covering this topic

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Please see my other video about sag vertical curve in which I have shown how to calculate elevation of the lowest point of the curve

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Yes the test is applicable for road construction

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Weight = Mass(m) x Accleration due to gravity(g) Where g = 9.81 m/s2

oh found it hahaha thank you

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I hope your confusion was cleared

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I m not assuming the points but drawing lines exactly at 10% or 60% finer of soil to get value of D10 or D60

If you have any confusion please write it in a comment box and I will be happy to help you

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You have to select the subgrade with a given CBR and then find its thickness using the method given in the video

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