Terzaghi's One Dimensional Consolidation Theory | Lecture 24 | Geotechnical Engineering
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- เผยแพร่เมื่อ 8 ต.ค. 2024
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I used to think geotechnical sub is the difficult one in entire civil engineering subjects ......but u made it so simple to break down the tangled concepts in such a easy way .... Thank u so much 🙂
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Will the topics like Shear strength, Earth pressure, stability of slopes and bearing capacity be uploaded soon?
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Sir please please add some videos of shear strength of soil and compaction.
Great Lecture
Sir how can we gain the digitalization of compression data on reconstituted clays?
Also, other than the Skempton Model for examining compressibility behavior, which other Model can be used that could later be compared for model performance.
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Sir please explain why we take LOG of sigma in Cc instead of using only sigma when to use log??
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sir make a video on over and normal and under consoliation of soil
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When formulating Terzarghi’s 1-Dimensional Consolidation Theory, state why it is reasonable to assume that compression occurs only in the vertical direction.why is that
I have back in this sub.......plz tell some impr topics to study for exams...in whole sub
Best faculty for geotechnology
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Stress distribution in soils due to surface load
Please share this chapter with details numerical problem
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Sir retaining wall/ earth pressure theory k video bhi upload kar dijiye
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Helpful video......but I have a doubt...the condition of two way flow will occur if there is impermeable layer instead of Permeable layer.... Isn't it?
The condition of two-way flow will occur if clay stratum is sandwiched between two permeable layers may be between two sand strata.
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Plz sir give lacture shear strength of soil
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But I want soil ,environment and rcc lecture
Why coefficient of consolidation is inversely proportional to coefficient of volume compressibility? Pls explain sir....dimag kharb ho gaya b
I want to buy soil mechanics videos.
Kaya padhate hai sir apka koi Tor nahi hai
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