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Beesley, M. E. W., & Vardanega, P. J. (2020). Parameter variability of undrained shear strength and strain using a database of reconstituted soil tests. Canadian Geotechnical Journal, 57(8), 1247-1255. https://doi.org/10.1139/cgj-2019-0424 Publisher's PDF, also known as Version of record Link to published version (if available): 10.1139/cgj-2019-0424 Link to publication record in Explore Bristol Research PDF-document University of Bristol - Explore Bristol Research General rights This document is made available in accordance with publisher policies. Please cite only the published version using the reference above. Full terms of use are available: http://www.bristol.ac.uk/red/research-policy/pure/user-guides/ebr-terms/

Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

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Page 1: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

Beesley, M. E. W., & Vardanega, P. J. (2020). Parameter variability ofundrained shear strength and strain using a database of reconstitutedsoil tests. Canadian Geotechnical Journal, 57(8), 1247-1255.https://doi.org/10.1139/cgj-2019-0424

Publisher's PDF, also known as Version of record

Link to published version (if available):10.1139/cgj-2019-0424

Link to publication record in Explore Bristol ResearchPDF-document

University of Bristol - Explore Bristol ResearchGeneral rights

This document is made available in accordance with publisher policies. Please cite only thepublished version using the reference above. Full terms of use are available:http://www.bristol.ac.uk/red/research-policy/pure/user-guides/ebr-terms/

Page 2: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

1

“Parameter variability of undrained shear strength and strain using a database of reconstituted soil tests” by M. E. W. Beesley and P. J. Vardanega

Online Supplement

Figure S1. Soils in the database plotted on the Casagrande Chart (A-line (orange) and U-line (grey) shown)

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0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

Plas

ticity

Ind

ex (

/100

%)

Liquid Limit (/100%)

Page 3: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

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Figure S2. Comparison of observed and predicted values of cu/'v0 CIUE and cu/'v0 CKUE predicted from a triaxial compression test: (a) CIU triaxial tests and (b) CKU triaxial tests

Reference:

Mayne, P. W. and Holtz, R. D., 1985. “Effect of principal stress rotation on clay strength”. In: Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco/ 12-16 August 1985, (Publications Committee of XI ICSMFE, Eds.) A.A. Balkema, Rotterdam, Netherlands, vol. 2, pp. 579-582.

Mayne & Holtz (1985) CIU

n=14 from 28 tests(11 of 14 data points from NC specimens)

80% of data predicted within Factor Error = 1.4

Reconstituted CIUn=50 from 100 tests(17 of 50 data points from NC specimens)

80% of data predicted within Factor Error = 1.3

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2.0

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3.0

3.5

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Obs

erve

d c u

/' v0

CIU

E

Predicted cu/'v0 CIUE

Mayne & Holtz (1985) CIUReconstituted CIU1:1y = 1.3x and y = x/1.3y = 1.4x and y = x/1.4

(a)

Mayne & Holtz (1985) CKUn=56 from 112 tests(41 of 56 data points from NC specimens)

80% of data predictedwithin Factor Error = 1.6

Reconstituted CKUn=29 from 58 tests

(14 of 29 data points from NC specimens)

80% of data predictedwithin Factor Error = 1.4

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1.0

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2.0

2.5

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Obs

erve

d c u

/' v

0CKU

E

Predicted cu/'v0 CKUE

Mayne & Holtz (1985) CKUReconstituted CKU1:1y = 1.4x and y = x/1.4y = 1.6x and y = x/1.6

(b)

Page 4: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

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Figure S3. Comparison of observed and predicted values of 50 CIUE and 50 CKUE predicted from a triaxial compression test: (a) CIU triaxial tests and (b) CKU triaxial tests

Reconstituted CIUn=50 from 100 tests(17 of 50 data points from NC specimens)

80% of datapredicted within

Factor Error = 1.7

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0.04

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Obs

erve

d 5

0 CIU

E

Predicted 50 CIUE

Reconstituted CIU1:1y = 1.7x and y = x/1.7

(a)

Reconstituted CKUn=25 from 50 tests

(10 of 25 data points from NC specimens)

80% of data predicted within

Factor Error = 2.2

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0.04

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0.06

0.00 0.01 0.02 0.03 0.04 0.05 0.06

Obs

erve

d 5

0 CKU

E

Predicted 50 CKUE

Reconstituted CKU1:1y = 2.2x and y = x/2.2

(b)

Page 5: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

4

Figure S4. Comparison of non-linearity parameter in extension and compression (a) for CIU tests and (b) for CKU tests

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b CIU

E

bCIUC

Reconstituted CIU

1:1

(a)

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0.6

0.8

1.0

0.0 0.2 0.4 0.6 0.8 1.0

b CKU

E

bCKUC

Reconstituted CKU1:1

(b)

Page 6: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

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Figure S5. Comparison of observed and predicted values of cu/'v0 CIU (Equations 9 and 10) tested by CIUC or CIUE

Figure S6. Comparison of observed and predicted values of cu/'v0 CKU (Equations 11 and 12) tested by CKUC or CKUE

Reconstituted CIUCn=115 tests

80% of data predicted within

Factor Error = 1.45

Reconstituted CIUEn=55 tests

80% of data predicted within

Factor Error = 1.3

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.0 0.5 1.0 1.5 2.0 2.5 3.0

Obs

erve

d c u

/' v0

CIU

Predicted cu/'v0 CIU

Reconstituted CIUCReconstituted CIUE1:1y = 1.45x and y = x/1.45y = 1.3x and y = x/1.3

Reconstituted CKUCn=74 tests

80% of data predicted within

Factor Error = 1.2

Reconstituted CKUEn=34 tests

79% of data predicted within

Factor Error = 1.3

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5

Obs

erve

d c u

/' v0

CKU

Predicted cu/'v0 CKU

Reconstituted CKUCReconstituted CKUE1:1y = 1.2x and y = x/1.2y = 1.3x and y = x/1.3

Page 7: Beesley, M. E. W. , & Vardanega, P. J. (2020). Parameter ......Beesley, M. E. W., & Vardanega, P. J. (2020).Parameter variability of undrained shear strength and strain using a database

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Figure S7. Comparison of observed and predicted values of 50 CIU (Equations 5 and 6) tested by CIUC or CIUE

Figure S8. Comparison of observed and predicted values of 50 CKU (Equations 7 and 8) tested by CKUC or CKUE

Reconstituted CIUCn=114 tests

80% of data predicted within

Factor Error = 1.75

Reconstituted CIUEn=55 tests

80% of data predicted within

Factor Error = 1.7

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0.01

0.02

0.03

0.04

0.00 0.01 0.02 0.03 0.04

50

CIU

50 CIU

Reconstituted CIUCReconstituted CIUE1:1y = 1.75x and y = x/1.75y = 1.7x and y = x/1.7

Reconstituted CKUEn=30 tests

80% of data predicted within

Factor Error = 2.1

Reconstituted CKUCn=67 tests

79% of data predicted within

Factor Error = 2.0

0.00

0.01

0.02

0.03

0.04

0.00 0.01 0.02 0.03 0.04

50

CKU

50 CKU

Reconstituted CKUCReconstituted CKUE1:1y = 2x and y = x/2y = 2.1x and y = x/2.1