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Journal Articles

The value of Poisson's ratio in saturated soils and rocks stressed under undrained conditions

A. W. Bishop, D. W. Hight

Geotechnique (1977) 27 (3): 369–384.

https://doi.org/10.1680/geot.1977.27.3.369

Published: 01 September 1977

View article titled, The value of Poisson's ratio in saturated soils and rocks stressed under undrained conditions

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Journal Articles

The influence of system compressibility on the observed pore-pressure response to an undrained change in stress in saturated rock

A. W. Bishop

Geotechnique (1976) 26 (2): 371–375.

https://doi.org/10.1680/geot.1976.26.2.371

Published: 01 June 1976

View article titled, The influence of system compressibility on the observed pore-pressure response to an undrained change in stress in saturated rock

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Journal Articles

A hydraulic triaxial apparatus for controlled stress path testing

A. W. Bishop, L. D. Wesley

Geotechnique (1975) 25 (4): 657–670.

https://doi.org/10.1680/geot.1975.25.4.657

Published: 01 December 1975

View article titled, A hydraulic triaxial apparatus for controlled stress path testing

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Journal Articles

The influence of an undrained change in stress on the pore pressure in porous media of low compressibility

A. W. Bishop

Geotechnique (1973) 23 (3): 435–442.

https://doi.org/10.1680/geot.1973.23.3.435

Published: 01 September 1973

View article titled, The influence of an undrained change in stress on the pore pressure in porous media of low compressibility

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Journal Articles

A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength

A. W. Bishop, G. E. Green, V. K. Garga, A. Andresen, J. D. Brown

Geotechnique (1971) 21 (4): 273–328.

https://doi.org/10.1680/geot.1971.21.4.273

Published: 01 December 1971

View article titled, A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength

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Journal Articles

The Influence of Progressive Failure on the Choice of the Method of Stability Analysis

A. W. Bishop

Geotechnique (1971) 21 (2): 168–172.

https://doi.org/10.1680/geot.1971.21.2.168

Published: 01 June 1971

View article titled, The Influence of Progressive Failure on the Choice of the Method of Stability Analysis

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Journal Articles

A Note on the Drained Strength of Sand Under Generalized Strain Conditions

M. S. Mesdary, H. B. Sutherland, G. E. Green, A. W. Bishop

Geotechnique (1970) 20 (2): 210–212.

https://doi.org/10.1680/geot.1970.20.2.210

Published: 01 June 1970

View article titled, A Note on the Drained Strength of Sand Under Generalized Strain Conditions

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Journal Articles

Drained Tension Tests on London Clay

A. W. Bishop, V. K. Garga

Geotechnique (1969) 19 (2): 309–313.

https://doi.org/10.1680/geot.1969.19.2.309

Published: 01 June 1969

View article titled, Drained Tension Tests on London Clay

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Journal Articles

A Note on the Drained Strength of Sand Under Generalized Strain Conditions

G. E. Green, A. W. Bishop

Geotechnique (1969) 19 (1): 144–149.

https://doi.org/10.1680/geot.1969.19.1.144

Published: 01 March 1969

View article titled, A Note on the Drained Strength of Sand Under Generalized Strain Conditions

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Journal Articles

The Strength of Soils as Engineering Materials

A. W. Bishop, M.A., D.Sc.(Eng.), Ph.D., M.I.C.E.

Geotechnique (1966) 16 (2): 91–130.

https://doi.org/10.1680/geot.1966.16.2.91

Published: 01 June 1966

View article titled, The Strength of Soils as Engineering Materials

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Journal Articles

Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress Relationships

A. W. Bishop, D. L. Webb, P. I. Lewin

Geotechnique (1965) 15 (1): 1–31.

https://doi.org/10.1680/geot.1965.15.1.1

Published: 01 March 1965

View article titled, Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress Relationships

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Journal Articles

Correspondence

A. W. Bishop

Geotechnique (1964) 14 (4): 370–371.

https://doi.org/10.1680/geot.1964.14.4.370

Published: 01 December 1964

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Journal Articles

Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

A. W. Bishop, M.A., DSc. (Eng.), A.M.I.C.E., G. E. Blight, M.Sc.(Eng.), Ph.D.

Geotechnique (1963) 13 (3): 177–197.

https://doi.org/10.1680/geot.1963.13.3.177

Published: 01 September 1963

View article titled, Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

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Journal Articles

Correspondence

A. W. Bishop

Geotechnique (1962) 12 (1): 72–73.

https://doi.org/10.1680/geot.1962.12.1.72a

Published: 01 March 1962

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Journal Articles

Stability Coefficients for Earth Slopes

A. W. Bishop, M.A., DSc., A.M.I.C.E., Norbert Morgenstern, B.A.Sc., Grad.I.C.E.

Geotechnique (1960) 10 (4): 129–153.

https://doi.org/10.1680/geot.1960.10.4.129

Published: 01 December 1960

View article titled, Stability Coefficients for Earth Slopes

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Journal Articles

The Use of Pore-Pressure Coefficients in Practice

A. W. Bishop, M. A., Ph.D., A.M.I.C.E.

Geotechnique (1954) 4 (4): 148–152.

https://doi.org/10.1680/geot.1954.4.4.148

Published: 01 December 1954

View article titled, The Use of Pore-Pressure Coefficients in Practice

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Journal Articles

Correspondence

A. W. Bishop

Geotechnique (1954) 4 (1): 43–45.

https://doi.org/10.1680/geot.1954.4.1.43

Published: 01 March 1954

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Journal Articles

The Measurement of the Shear Strength of Soils

A. W. Skempton, D.sc., A. W. Bishop, M.A.

Geotechnique (1950) 2 (2): 90–108.

https://doi.org/10.1680/geot.1950.2.2.90

Published: 01 December 1950

View article titled, The Measurement of the Shear Strength of Soils

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Journal Articles

A New Sampling Tool for Use in Cohesionless Sands Below Ground Water Level

A. W. Bishop, M.A., A.M.I.C.E.

Geotechnique (1948) 1 (2): 125–136.

https://doi.org/10.1680/geot.1948.1.2.125

Published: 01 December 1948

View article titled, A New Sampling Tool for Use in Cohesionless Sands Below Ground Water Level

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Journal Articles

Driving and Loading Tests on Six Precast Concrete Piles in Gravel

A. W. Bishop, M.A., A.M.I.C.E., V. H. Collingridge, A.M.I.C.E., T. P. O'Sullivan, Ph.D., A.M.I.C.E., M.Soc.C.E. (France)

Geotechnique (1948) 1 (1): 49–58.

https://doi.org/10.1680/geot.1948.1.1.49

Published: 01 June 1948

View article titled, Driving and Loading Tests on Six Precast Concrete Piles in Gravel

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The value of Poisson's ratio in saturated soils and rocks stressed under undrained conditions

The influence of system compressibility on the observed pore-pressure response to an undrained change in stress in saturated rock

A hydraulic triaxial apparatus for controlled stress path testing

The influence of an undrained change in stress on the pore pressure in porous media of low compressibility

A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength

The Influence of Progressive Failure on the Choice of the Method of Stability Analysis

A Note on the Drained Strength of Sand Under Generalized Strain Conditions

Drained Tension Tests on London Clay

A Note on the Drained Strength of Sand Under Generalized Strain Conditions

The Strength of Soils as Engineering Materials

Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress Relationships

Correspondence

Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

Correspondence

Stability Coefficients for Earth Slopes

The Use of Pore-Pressure Coefficients in Practice

Correspondence

The Measurement of the Shear Strength of Soils

A New Sampling Tool for Use in Cohesionless Sands Below Ground Water Level

Driving and Loading Tests on Six Precast Concrete Piles in Gravel

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