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Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
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Slope stability evaluation existing landslide
Hi all, The company where i work recently got involved in design of a landslide stabilization by piles. The geotechnical report gave the following parameters for the soil profile: 1. Deluvial soil (mobilized): peak phi=20.5 / peak cohesion=5kPa, residual phi=16 and undrained shear strength =...- TaviB
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- Replies: 10
- Forum: Slope stability engineering
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Flat Slab - Punching shear
Hello guys, I have a question. Some relatives want to buy a new flat. - non-seismic zone (ag = 0,08 g) - build with load bearing walls on contour and with a column in middle (30cmx30cm)------> structural system is a flat slab with perimeter beams - slab is 15 cm thick, and the reinforcement...- TaviB
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- Replies: 9
- Forum: Structural engineering general discussion
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Raft foundation - semi-basement raft
Hello to all, Finally, after a while when i was only reading, now i joined the forum and start asking. I have a dilemma with a project that our company is subjected to do. It is about a 5 stories flat building, with a bearing pressure of about 100 kPa. Because of the low bearing capacity of...- TaviB
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- Replies: 5
- Forum: Foundation engineering
