Fundamentals of Geotechnical Engineering- Consolidation Settlement [Tagalog]

[@SPR4Y_]

Comprehensive discussion. Thank you

[@pagaljoshuap.8789]

Pacheck po sir ng Pb. 500/13.53=36.955 po.

[@jayarbayotas]

thank you sir. kunti nlang sir makukuha q na. God bless

[@markedwardfaustino4571]

if your preconsolidation pressure is greater than your loading plus the current effective stress combined, it means you are still within the reloading line, hence you must use your case 1 formula

[@jakemelliondaga-xw9zu]

yung sa 50:42 po sa Delta P Bottom po, yung answer is 36.95

[@DominicAgustinPSison]

thank you sir

[@matthewmateo4625]

Sir mali po yata yung pag determine ng cases nyo, padouble check po and yung sa overconsolidated yung mahabang formula yung bandang huli over Pc po yata hindi Po

[@jebbongcac7833]

Salamat sa video sir.

[@franklinbacoco4584]

nice sir 👏

[@jebbongcac7833]

Sir pa request naman ng shear strength of soil, lateral earth pressure, bearing capacity.. Salamat ng marami Sir.

[@cecornertv1077]

Yes. After discussion ng direct shear at tri axial test, soil bearing na next.

[@christianmarcaaronsonita1526]

Palagi po ba sir na yung slope is assumed 1:2 ?

[@cecornertv1077]

Hi.. yes, unless specified in problem. But in actual application, we always use that slope in designing foundation. Thanks

[@yhan5337]

Sir ito din po ba yung Stresses in a soil mass?

[@cecornertv1077]

Prerequisite po nito yung stresses in soil. This topic is more on settlement on clay layer. Thank you

[@yhan5337]

@@cecornertv1077 wala po kayong video about jaan? Galing nyo po kasi magturo. Nagegets agad.

[@cecornertv1077]

@@yhan5337 soon.. 😄