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A tunnel rock mass classification technique and its applicability using electrical resistivity and seismic wave velocity

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Academic year: 2021

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23 4 56 7 89 10 112 13 1415 16

1x100 1x101 1x102 1x103 1x104

Granite Rhy olite Tuff Andesite Basalt Sandstone Shale Chert Limestone Cry stalline schist M udstone Decomp osed granite soils Clay Landslide soils Weathered formations

Resistivity (ohm-m)

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Data processor

Specimen holder Function

generator

Signal conditioner Data processor

Specimen holder Function

generator

Signal conditioner

Specimen

P C CP

Tap water

Spindle Spindle

Lid Filter papers

Specimen

P C CP

Tap water

Spindle Spindle

Lid Filter papers

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10-1 100 101 102 103 Pore fluid resistivity (ohm-m) 102

103 104 105

Resistivity (ohm-m)

Measured values Archie's fomula Parallel resistances model

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Velocity(km/s)

Depth(m)

Granite Sedimentary rock Measured Vel.

Calculated Vel.

Velocity(km/s)

Depth(m)

Granite Sedimentary rock Measured Vel.

Calculated Vel.

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Resistivity

R.M.C.

Velocity

Resistivity

A : Seismic Velocity, B : Resistivity,

C : Actual support patterns, D : Estimated support patterns Tunnel route

Resistivity

R.M.C.

Velocity

Resistivity

A : Seismic Velocity, B : Resistivity,

C : Actual support patterns, D : Estimated support patterns Tunnel route

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– Graphical representation of the transformation equation for stress – Extremely useful to visualize the relationship between σ x and τ xy – Also used for

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