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NEW ZEALAND ROCKS<br />

Development <strong>of</strong> Multi-channel Analysis <strong>of</strong> Surface<br />

Waves (MASW) for characterising the internal structure<br />

<strong>of</strong> active fault zones as a predictive method to identify<br />

the distribution <strong>of</strong> ground deformation<br />

……………………………………….……Hastie Award Research<br />

Brendan Duffy<br />

This project is intended to build on the promising results <strong>of</strong> a class project undertaken in the<br />

vicinity <strong>of</strong> the Springfield Fault at Dalethorpe, Canterbury. It aims to correlate rock-mechanics<br />

data, obtained at an exposure <strong>of</strong> the fault and at distal outcrops, with MASW pr<strong>of</strong>iles <strong>of</strong> S-<br />

wave velocity. It further aims to integrate the resultant dataset with a detailed analysis <strong>of</strong> the<br />

geomorphology <strong>of</strong> the study area. By adapting and repeating the technique at geologically<br />

diverse sites, it will produce a method <strong>of</strong> reliably inferring rock-mass parameters from subsurface<br />

shear wave velocities, and <strong>of</strong> predicting likely damage zones based on geomorphic<br />

evidence. This should allow the proposition <strong>of</strong> a better, financially viable and scientifically<br />

informed basis for land use planning in proximity to active faulting in <strong>New</strong> <strong>Zealand</strong> and<br />

elsewhere.<br />

My research began in late November and one a major focus so far has been the rock<br />

mechanics and spatial variations therein in the vicinity <strong>of</strong> the Dalethorpe Springfield Ffault<br />

outcrop. This work has evolved into four separate but connected efforts. Firstly, the outcrop<br />

has been analysed using a standard scanline to determine rock-mass parameters such as linear<br />

fracture density, fracture spacing and , Geological Strength Index, etc. Secondly, the crosshole<br />

shear wave velocities <strong>of</strong> individual tectonized units identified within the outcrop have been<br />

measured directly using horizontal drillholes and a homemade shear wave generator. Thirdly,<br />

I am presently conducting a laboratory experiment to relate reduction in P and S-wave velocity<br />

to increasing fracture density. I am using an ultrasonic seismic analyser to measure velocities<br />

in artificially and incrementally fractured intact Torlesse Greywacke. I will then empirically<br />

derive polynomial regression equations for this relationship and compare these results with<br />

sonic velocities acquired in the crosshole experiment. Finally, I have acquired several MASW<br />

lines; the locations <strong>of</strong> which have been fixed by surveys. This will allow me to upscale my<br />

outcrop and laboratory-derived velocities and interpretations to seismic survey-scale. By<br />

surveying the locations <strong>of</strong> the lines relative to other geomorphic features <strong>of</strong> interest, I have the<br />

necessary controls to integrate the rock mechanics, seismic and geomorphic data collected so<br />

far.<br />

In addition to rock mechanics work, I hope to begin preparing the results <strong>of</strong> the Dalethorpe<br />

study for publication in May. considerable effort has been spent exploring photogrammetric<br />

methods <strong>of</strong> outcrop logging with the ultimate intention <strong>of</strong> producing a 3D metric model <strong>of</strong> an<br />

extremely sheared outcrop. Standard engineering geological classification <strong>of</strong> highly fractured<br />

rock is problematic so a practical method <strong>of</strong> fault zone rock mass characterization is needed.<br />

GSNZ <strong>New</strong>sletter 143 (2007) Page 35

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