Geotechnical Testing Journal Index to Volume 3 1980

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Geotechnical Testing Journal Index to Volume 3 1980

Geotechnical Testing Journal

Index to Volume 3

1980

Number Month of Issue Pages

1 March 1-48

2 June 49-96

3 September 97-144

4 December 145-180

A-C

Allam, M. M. and Sridharan, A.: Influence

of the back pressure technique on the shear

strength of soils, March, 35

Allen, D. L. and Deen, R. C.: Modulus and

damping of asphaltic concrete using the

resonant column, Dec., 167

Amplifiers: Modem electronics for geotechnical

engineers: Part 2. operational amplifier

(Moore), March, 13

Anisotropie consolidation: An instrumented

triaxial cell for cyclic loading of clays

(Brown, Austin, and Overy), Dec., 145

Apparatus: Soil stress gage calibrations

(Selig), Dec., 153

Atmatzldls, D. K.: see Dowding. C. H., Beck,

W. K., and Atmatzidis, D. K,

Austin, G.: see Brown, S. F., Austin, G.,

and Overy, R. F.

Beck, W. K.: see Dowding, C. H., Beck, W.

K., and Atmatzidis, D. K.

Brown, S. F., Austin, G., and Ovety, R. F.:

An instrumented triaxial cell for cyclic

loading of clays, Dec., 145

Bums, S. D.: see Lasca, N. P., Bums, S. C.,

and Gajkowski, W. A.

Calibrations

New method for the calibration of the inertia

of resonant column devices (Tatsuoka

and Silver), March, 30

Soil stress gage calibrations (Selig), Dec.,

1S3

Cemlea, J. N." Proposed new method for the

determination of density of soil in place,

Sept., 120

Chancy, R. C., Stevens, E., Sheth, N., and

Hencey, E.: Effect of stress concentrations

on the cyclic behavior of sands, Sept., 97

Clays

Influence of the back pressure technique on

the shear strength of soils (Allam and

Sridharan), March, 35

Testing for evaluation of stress-strain behavior

of clays (Yudhbir and Jain),

March, 18

Compressibility: Consolidation behavior of

peats (Dhowian and Edil), Sept., 10S

Compmmlon: A device for automatic logging

of volume change in large scale triaxial

tests (Watts), March, 41

Compressive strength: The uniaxial strength

of rook material (Wijk), Sept., 115

Computers: A data acquisition system for

testing the mechanical properties of ice

(Lasca, Burns, and Gajkowski), March, 3

Consolidation: Consolidation behavior of

peats (Dhowian and Edil), Sept.. 105

Containers: Soil stress gage calibrations

(Selig), Dec., 153

Cracking: Blast vibration implications of

cyclic shear behavior of model plaster

panels (Dowding, Beck, and Atmatzidis),

June, 80

D-F

Damping: Modulus and damping of asphaltic

concrete using the resonant column (Allen

and Deen), Dec., 167

Deeu, R. C.: see Allen, D. L. and Deen, R. C.

Dhowian, A. W. and Edil, T. B.: Consolidation

behavior of peats, Sept., 10S

Digital Iogie eireults: Modem electronics for

geotechnical engineers: Part 5. digital logic

circuits (Moore), Sept., 124

Dowding, C. H., Beck, W. K., and Atmatzidis,

D. K.: Blast vibration implications of

cyclic shear behavior of model plaster

panels, June, 80

Drained shear tests: Testing for evaluation of

stress-strain behavior of clays (Yudhbir and

Jain), March, 18

Drills: What constitutes a turn? (Kovacs),

Sept., 127

Eccentrle loading: The uniaxial strength of

rock material (Wijk), Sept., 115

EdU, T. B.: see Dhowian, A. W. and Edil,

T.B.

Eischens, G. R.: Suggested method for trimming

undisturbed samples, Sept., 131

Energy: An experimental investigation of the

force/penetration relationships of rod impact

(Steiger), Dec., 163

Equipment: Modern electronics for geotechnical

engineers: Part I. introduction to integrated

circuits (Moore), March, 9

Fatigue (mechanics): Blast vibration implications

of cyclic shear behavior of model

plaster panels (Dowding, Beck, and Atmatzidis),

June, 80

Field density: Proposed new method for the

determination of density of soil in place

(Cernica), Sept., 120

Field tests: What constitutes a turn?

(Kovacs), Sept., 127

G-L

Gajkowskl, W. A.: see Lasca, N. P., Burns,

S. C., and Gajkowski, W. A.

Heucey, E.: see Chaney, R. C., Stevens, E.,

Sheth, N., and Hencey, E.

Holtz, R. D.: SI units in geotechnical engineering,

June, 73

Homogeneity: Effect of stress concentrations

on the cyclic behavior of sands (Chaney,

Stevens, Sheth, and Hencey), Sept., 97

Ice: A data acquisition system for testing the

mechanical properties of ice (Lasca, Bums,

and Gajkowski), March, 3

175

Impact tests: Sclerograph measurements on

rock materials (Wijk), June, 49

Instrumentation

Modem electronics for geotechnical englricers:

Part 1. introduction to integrated

circuits (Moore), March, 9

Modern electronics for geotechnical engineers:

Part 2. operational amplifiers

(Moore), March, 13

Modern electronics for geotechnical engineers:

Part 3. voltage comparators

(Moore), June, 66

Modern electronics for geotechnical engineers:

Part 4. wave form generators

(Moore), June, 69

Modem electronics for geotechnical engineers:

Part S. digital logic circuits

(Moore), Sept., 124

Modern electronics for geotechnicat engineers:

Part 6. process control applications

(Moore), Dec., 159

Jaln, K. K.: see Yudhbir and Jain, K. K.

Kovacs, W. D.: What constitutes a turn?,

Sept., 127

Laboratory equipment

Modem electronics for geotechnical engineers:

Part 1. introduction to integrated

circuits (Moore), March, 9

Modern electronics for geotechnical engineers:

Part 2. operation amplifiers

(Moore), March, 13

Modem electronics for geotechnical engineers:

Part 3. voltage comparators

(Moore), June, 66

Modern electronics for geotechnical engineers:

Part 4. waveform generators

(Moore), June, 69

Modern electronics for geotechnical engineers:

Part 5. digital logic circuits

(Moore), Sept., 124

Modem electronics for geotechnical engineers:

Part 6. process control applications

(Moore), Dec., 159

Lasea, N. P., Bums, S. D., and Gajkowskl,

W. A.: A data acquisition system for testing

the mechanical properties of ice, March, 3

Liquefaction: Effect of stress concentrations

on the cyclic behavior of sands (Chaney,

Stevens, Sheth, and Hencey), Sept., 97

Loads: The point load test for the tensile

strength of rock (Wijk), June, 49

M-Q

Measuring instruments: A data acquisition

system for testing the mechanical properties

of ice (Lasca, Bums, and Gajkowski),

March, 3

Metric system: SI units in geotechnical engineering

(Holtz), June, 73

Mlerostmetnres: Consolidation behavior of

peats (Dhowian and Edil), Sept., 105

Moore, C. A.

Modem electronics for geotechnical engineers:

Part 1. introduction to integrated

circuits, March, 9


176 GEOTECHNICAL TESTING JOURNAL

Modern electronics for geotechnical engineers:

Part 2. operational amplifiers,

March, 13

Modern electronics for geotechnical engineers:

Part 3. voltage comparators, June,

66

Modern

neers:

69

Modern

neers:

124

Modern

electronics for geotechnical engi-

Part 4. waveforrn generators, June,

electronics for geotechnical engi-

Part S. digital logic circuits, Sept.,

electronics for geotechnical engineers:

Part 6. process control applications,

Dec., 159

Overy, R. F.: see Brown, S. F., Austin, G.,

and Overy, R. F.

Penetration tests: What constitutes a turn?

(Kovacs), Sept., 127

Pore pressures. An instrumented triaxial cell

for cyclic laoding of clays (Brown, Austin,

and Overy), Dec., 145

Pore water pressures: Influence of the hack

pressure technique on the shear strength of

soils (Allam and Sridharan), March, 35

Quality control: Suggested method for trimming

undisturbed samples (Eischens),

Sept., 131

R-S

Recording systems: A device for automatic

logging of volume change in large scale triaxial

tests (Watts), March, 41

Resonance

Modulus and damping of asphaltic concrete

using the resonant column (Allen and

Deen), Dec., 167

New method for the calibration of the inertia

of resonant column devices (Tatsuoka

and Silver), March, 30

Rod impact. An experimental investigation of

the force/penetration relationships of rod

impact (Steiger), Dec., 163

Sampling: Suggested method for trimming

undisturbed samples (Eischens). Sept., 131

Seilg, E. T.: Soil stress gage calibration,

Dec.. 153

She~: New method for the calibration of the

inertia of resonant column devices (Tatsuoka

and Silver), March, 30

Shear strength: An experimental investigation

of the force/penetration relationships

of rod impact (Steiger), Dec., 163

Sheth, N.: see Chancy, R. C., Stevens, E.,

Sheth, N., and Hencey, E,

Silver, Mo L,: see Tatsuoka, F. and Silver,

M.L

Srldharan, A.: see Allam, M. M. and

Sridharan, A.

Stelger, F.: An experimental investigation of

the force/penetration relationships of rod

impact, Dec., 163

Stevens, E.: see Chaney, R. C., Stevens, E.,

Sheth, N., and Hencey, E.

Strain. Blast vibration implications of cyclic

shear behavior of model plaster panels

(Dowding, Beck, and Atmatzidis), June, 80

Stress concentration: Testing for evaluation of

strew-strain behavior of clays (Yudhbir

and Jain), March, 18

Symbols: SI units in geotechnical engineering

(Holtz), June, 73

T-Y

Tatsuoka, F. and Silver, M. L.. New method

for the calibration of the inertia of resonant

column devices, March, 30

Tensile strength

The point load test for the tensile strength

of rock (Wijk), June, 49

The uniaxial strength of rock material

(Wijk), Sept., llS

Testing machines

The point load test for the tensile strength

of rock (Wijk), June, 49

Sclerograph measurements on rock materials

(Wijk), June, 55

Triaxial tests

A device for automatic logging of volume

change in large scale triaxial tests

(Watts), March, 41

An instrumented triaxial cell for cyclic

loading of clays (Brown, Austin, and

Overy), Dec., 145

Effect of stress concentrations on the cyclic

behavior of sands (Chaney, Stevens,

Sheth, and Hencey), Sept., 97

Undisturbed samples: Suggested method for

trimming undisturbed samples (Eischens),

Sept., 131

Undrained shear tests: Influence of the back

pressure technique on the shear strength of

soils (Allam and Sridharan), March, 35

Unit weight: Proposed new method for the determination

of density of soil in place

(Cerniea), Sept., 120

Voltage eomparatnrs: Modern electronics for

geotechnical engineers: Part 3. voltage

comparators (Moore), June, 66

Volume: Proposed new method for the determination

of density of soil in place

(Cernica), Sept., 120

Watts, K. S.: A device for automatic logging

of volume change in large scale triaxial

tests, March, 41

Wave veioe|ty: Sclerograph measurements on

rock materials (Wijk), June, 55

Waveform generators: Modern electronics for

geotechnieal engineers: Part 4. waveform

generators (Moore), June, 69

Wijk, G.

The point load test for the tensile strength

of rock, June, 49

Sclerograph measurements on rock materials,

June, 55

The uniaxial strength of rock material,

Sept., 115

Young's modulus: Modulus and damping of

asphaltic concrete using the resonant column

(Allen and Deen), Dec., 167

Yudhblr and Jaln, K. K.: Testing for evaluation

of stress-strain behavior of clays,

March, 18

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