This channel has been created with a motive to provide video solution for various civil engineering questions from standard American books. The solutions will show you a full step-by-step procedure for solving questions.
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Internal hinges have distinct signs like I have represented them using circles, and it will be given in question there are internal hinges in beam or frame
hen axial deformation is neglected, why only one member is considered while adding to Dk? For example, if a hinge is inserted between two supports, if axial deformation is neglected, why 1 member is considered instead of two?
Thanks for this insightful tutorial... I was able to find the void ratio on a related question through this video... I have some questions to ask and they are: • How were you able to know that the preconsolidation pressure is approximately 185 kPa from the graph? • In choosing the point to draw the tangent line, how will you know the exact to use? • Did you just draw a line in between straight perpendicular line and tangent line or you did calculate for the angle and bisect them with the line drawn? • If you did bisect them, how were you able to get the angle of bisection from the graph? • And finally, what do you understand by field compression index and how can we find it from that your question? Thanks in anticipation!
Thanks for impactful video. I will love you to help with video lectures on the following sir. 1. How to determine OCR from one dimensional consolidation test. 2. How to carry out constant and falling head permeability test on site/field. Best regards
Thank you for showing the process. Once you have determined the shear strength in the middle of clay, what is the next step after that? I am trying to figure out the purpose of mohr circle in getotechnical engineering.
Thank you so much for your effort for uploading this kind of high quality lecturing video. You are saving thousands of civil engineering students'lives.
Great Work. Can you please make a video including SPT , UCS and other parameters which can be used for the pile capacity calculation. Please also make videos for lateral & tension piles including moments shear force etc. Thanks
@@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.
Thanks for sharing the problem and solution, I have a question for question "C", why did you use the Ø' for drained test? shouldn't we apply Ø for drained condition?
@@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.
