soft soils 2015

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materi kuliah pascasarjana geoteknikmekanika tanah lunak

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  • S S

  • O

  • Sampling

  • Sampling

    Schematic view of deep block sampling

  • Basic index properties

    Characteristics and factors hypothesized to have relation with soil strength

  • Basic index properties

    Ranges in effective stress failure envelopes for pure clay minerals and quartz

  • Basic index properties(a) Plasticity chart (b) Activity chart

    Assignment: Banjarmasin clay?

  • Compression properties1. Swelling/shrinkage:

    Kaolinite:....?% Illite :....?% Montmorillonite :....?%

  • Compression properties2. Loading and unloading consolidation and heave

  • One-dimensional compressionPrimary compression

    Boundary conditions for one dimensional compression

  • One-dimensional compressionPrimary compression

    Boundary conditions for one dimensional compression

  • One-dimensional compressionEmpirical equations to estimate the earth pressure coefficient at rest, K0

  • One-dimensional compressionEmpirical equations to estimate the earth pressure coefficient at rest, K0

  • One-dimensional compression

  • Empirical equations

  • Compression and unload - reload indices as a function of plasticity index

  • Empirical equations to predict, Cc, Cs, l and k

  • Two and three-dimensional compression