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Crosshole Test

The seismic crosshole test provides dynamical soil parameters down to depths of 100 or 150 m based on the determination of wave velocities. Seismic waves are generated in a source borehole and recorded in a receiver borehole.

The focus of the crosshole test is on the determination of the shear wave velocity (s-wave velocity). Therefore a s-wave source has to be applied (e.g. a s-wave sparker or a borehole hammer). A borehole geophone is installed in the receiver hole and tightly coupled to the borehole walls by means of a pneumatic packer. A good coupling is needed since s-waves cannot be transmitted by the groundwater only. Example signals: shear_wave_signals.pdf.

Source and receiver are always installed at same depths and moved parallel along the boreholes to achieve a velocity profile with depth. The usual vertical spacing between two measuring points is 1 to 2 m. The shear modulus (i.e. the dynamic stiffness) can be calculated if a value of the material density is assumed.

The measurements can be performed below and above the groundwater table. A grouted casing (e.g. PVC) with a diameter between 3 and 6 inch needs to be prepared. Typical surface distances between source and receiver borehole are between 5 and 20 m.

Crosshole Setup
Vs Profile

Resulting S-wave velocity profile

Crosshole tests are mainly applied for the investigation of construction sites (construction_site_testing.pdf). The obtained parameters are essential for the design of dynamically loaded foundations and the estimation of earthquake induced loadings on buildings. The test is described in ASTM 4428.

Additional information can be found in: Dynamic_SoilProperties_CH.pdf

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Geotomographie GmbH - Neuwied