Note for Geotechnical Engineering II CE305 | Module-1 S5 Civil Engineering
KTU S5 Civil Engineering CE305 Geotechnical Engineering II Module one note
Geotechnical Engineering II CE305 Module-1 Syllabus:
Stresses in soil due to loaded areas - Boussinesq’s formula for point loads – assumptions [no derivation required] – Comments - numerical problems Vertical stress beneath loaded areas of strip, rectangular and circular shapes(no derivation required)- Newmark’s chart[construction procedure not required] - Isobars- Pressure bulbs- numerical problems
Module-1 Note for Geotechnical Engineering II CE305 pdf given below:
Geotechnical Engineering II CE305 Module-1 Syllabus:
Stresses in soil due to loaded areas - Boussinesq’s formula for point loads – assumptions [no derivation required] – Comments - numerical problems Vertical stress beneath loaded areas of strip, rectangular and circular shapes(no derivation required)- Newmark’s chart[construction procedure not required] - Isobars- Pressure bulbs- numerical problems
Module-1 Note for Geotechnical Engineering II CE305 pdf given below:
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