Method - P-S Logging

1151 Pomona Road, Unit P, Corona, California 92882, ph. 909-549-1234, fx. 909-549-1236, www.geovision.com 0 5000 10000 15000 20000 Velocity, ft/sec...

265 downloads 896 Views 593KB Size
SUSPENSION P-S VELOCITY LOGGING METHOD Overview Suspension P-S velocity logging is a relatively new method of measuring seismic wave velocity profiles. Developed in the mid-1970s to answer the need for a technique that could measure seismic shear-wave velocities in deep, uncased boreholes, it was originally used by researchers at the OYO Corporation of Japan. The method gained acceptance in Japan in the mid-1980s and was used with other velocity measurement methods to characterize earthquake site response. Since the early 1990s it has gained acceptance in the U.S., especially among earthquake engineering researchers. GEOVision personnel have logged over 300 boreholes using this technique since 1991.

Procedure

7-Conductor cable

The OYO P-S Logging System uses a 7-meter probe, containing a source and two receivers spaced 1 meter apart, suspended by a cable. The armored 4- or 7-conductor cable serves both to support the probe and to convey data to and from a recording/control device on the surface. The probe is lowered into the borehole to a specified depth (a rotary encoder on the winch measures probe depth), where the source generates a pressure wave in the borehole fluid. The pressure wave is converted to seismic waves (P and S) at the borehole wall. Along the wall at each receiver location, the P and S waves are converted back to pressure waves in the fluid and received by the geophones, which send the data to the recorder on the surface.

OYO PS-160 Logger/Recorder

Cable Head

Diskette with Data

Head Reducer Winch

Upper Geophone

Lower Geophone

Filter Tube

The elapsed time between arrivals of the waves at the receivers is used to determine the average velocity of a 1-meter-high column of soil around the borehole. Source to receiver analysis is also performed for quality assurance.

Source Source Driver Weight Overall Length ~ 25 ft

Oyo PS Suspension Logger Setup

Waveform Data for a Single Measurement Oyo PS Suspension Logging System

“a bold new vision in geophysical services”

Applications Typical applications of suspension P- and S-wave velocity logging include: • •

Dam safety investigations Seismic site response studies for bridge abutments, dams, buildings, etc. Foundation studies Measurement of soil/rock properties (i.e. shear modulus, bulk modulus, compressibility, and Poisson’s ratio) Characterization of strong motion sites Velocity control for seismic reflection surveys

• • • •

Key Benefits Suspension P- and S-wave velocity profiling using the OYO Suspension Logger has become the method of choice for obtaining high resolution borehole velocity measurements. The reasons are many:

• • • •

Depth Sequential Waveform Arrivals

TREASURE ISLAND BOREHOLE USN-1 SUSPENSION LOGGING P- AND S-WAVE VELOCITIES; DATA COLLECTED OCTOBER 13, 1994 0

R1-R2 S-WAVE R1-R2 P-WAVE

50

100

150

GOLDEN GATE BRIDGE HOLE B6 SUSPENSION LOGGING P and S Wave Velocities; Data collected December 14-15, 1991

0 1800

4800 2800

9300

3400

5800

100

S-Wave P-Wave Suggested layer velocities

7200

DEPTH, FEET



Only method that obtains both P- and S-wave velocity data reliably in a single hole at depths greater than 200 ft. Can be used in either uncased or cased (PVC) boreholes, although results are always better in uncased holes. Can be used in boreholes drilled from barges. Offers very high resolution (typically 1 meter) for resolving thin layers that can have a dramatic effect on surface response. Requires only 1 hole, as opposed to crosshole methods that require at least 2. Has been used to depths of 2,000 ft.

200

250

12400

300 6600

12000

350

200 7400

Depth, ft



13000

6300

11000

400

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

VELOCITY, FEET/SEC

300

8200



15000

400

• 500

0

5000

10000

Velocity, ft/sec

15000

20000



Specifically adapted to soils, whereas tools developed for oil exploration are optimized for rock. Permits measurement of soil and rock properties such as shear modulus, bulk modulus, compressibility, and Poisson’s ratio. Not hindered by fast layers and lack of depth penetration like surface methods such as downhole.

1151 Pomona Road, Unit P, Corona, California 92882, ph. 909-549-1234, fx. 909-549-1236, www.geovision.com