Microzoning project Parkway Basin subsurface investigations, Wainuiomata
Institute of Geological & Nuclear Sciences, 1999 - Technology & Engineering
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10.0 Friction Ratio 57 Moana Street alluvial fan Begg brief interpretation clayey sandy silt clayey silty sand commenced at 0.5m Cone Penetration Test Cone Penetrometer Tests CPT results dense clayey sandy dense clayey silty dense gravelly sand dense silty sand depth are shown friction ratio verses gravel halted by high high point resistance Holocene identiﬁed IGNS IIIIIIIIIIII inferred texture plot layer of dense loose clayey silty Lower Hutt medium dense clayey medium dense silty Meremere micro-gravity Parkway experimental area Penetration Resistance MPa Penetration Test Probing Penetrometer and Seismic plot is shown Plots of point proﬁle progress was halted ratio verses depth resistance and friction sand An inferred sand medium dense SCPT sedimentary basin sediments Seismic Cone Penetration Seismic Cone Penetrometer Seismic refraction seismograph shear wave shear-wave velocity shown in Fig silty sand loose Stream reserve Street berm subsurface investigations Sun Valley School Test Probing commenced valley ﬂoor