Mod-2 Lec-1 Lateral Earth pressure Theories & Retaining Walls-1
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Uploaded by nptelhrd on Aug 19, 2009
Lecture Series on Foundation Engineering by Dr.Priti Maheshwari, Department of Civil Engineering, IIT Roorkee. For more details on NPTEL visit http://nptel.iitm.ac.in
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Question:
If I have a basment wall, 3m under the soil, I will have "at rest" earth pressure given by ko*H*γ? Building wall will not move away nor towards the ground. Correct?
picajoool 2 weeks ago
excellent presentation mam. ..
praveen28288 5 months ago
@dravidr007 which is still a frictional material......
dravidr007 11 months ago
@rajuchops correct!! if c' is 0 than its a phi dash material
dravidr007 11 months ago
you are the best you saved me thanks
khashy87 1 year ago
Nice presentation by Dr Priti!
I think the soil with C=0 is referred to as frictionless soil which in fact should be 'cohesionless soil'.
rajuchops 2 years ago