Skip to Main Content
J. H.
Close
Save search
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles

Flow behaviour and piping potential at the soil–structure interface

Available to Purchase
H.-J. Kim, J.-M. Park, J.-H. Shin
Journal: Géotechnique
Geotechnique (2019) 69 (1): 79–84.
https://doi.org/10.1680/jgeot.17.T.020
Published: 23 February 2018
View article titled, Flow behaviour and piping potential at the soil–structure interface
Open the PDF for Flow behaviour and piping potential at the soil–structure interface in another window
Add to Citation Manager for Flow behaviour and piping potential at the soil–structure interface
Journal Articles

Influence of the intermediate principal stress on the stress–strain–strength behaviour of a completely decomposed granite soil

Available to Purchase
M. KUMRUZZAMAN, J.-H. YIN
Journal: Géotechnique
Geotechnique (2012) 62 (3): 275–280.
https://doi.org/10.1680/geot.8.P.025
Published: 01 March 2012
View article titled, Influence of the intermediate principal stress on the stress–strain–strength behaviour of a completely decomposed granite soil
Open the PDF for Influence of the intermediate principal stress on the stress–strain–strength behaviour of a completely decomposed granite soil in another window
Add to Citation Manager for Influence of the intermediate principal stress on the stress–strain–strength behaviour of a completely decomposed granite soil
Journal Articles

The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill

Available to Purchase
J.-H. Yin, L.-J. Su, R. W. M. Cheung, Y.-K. Shiu, C. Tang
Journal: Géotechnique
Geotechnique (2009) 59 (2): 103–113.
https://doi.org/10.1680/geot.2008.3672
Published: 01 March 2009
View article titled, The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill
Open the PDF for The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill in another window
Add to Citation Manager for The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill
Journal Articles

Bleeding characteristics for viscous cement and cement–bentonite grouts

Available to Purchase
E. J. G. Gustin, U. F. A. Karim, H. J. H. Brouwers
Journal: Géotechnique
Geotechnique (2007) 57 (4): 391–395.
https://doi.org/10.1680/geot.2007.57.4.391
Published: 01 May 2007
View article titled, Bleeding characteristics for viscous cement and cement–bentonite grouts
Open the PDF for Bleeding characteristics for viscous cement and cement–bentonite grouts in another window
Add to Citation Manager for Bleeding characteristics for viscous cement and cement–bentonite grouts
Journal Articles

Some implications of models for swelling and recompression of soil

Available to Purchase
A. K. C. Smith, J. H. Atkinson
Journal: Géotechnique
Geotechnique (2007) 57 (3): 303–304.
https://doi.org/10.1680/geot.2007.57.3.303
Published: 01 April 2007
View article titled, Some implications of models for swelling and recompression of soil
Open the PDF for Some implications of models for swelling and recompression of soil in another window
Add to Citation Manager for Some implications of models for swelling and recompression of soil
Journal Articles

Manufacture of samples of overconsolidated clay by laboratory sedimentation

Available to Purchase
S. E. Stallebrass, J. H. Atkinson, D. Mašín
Journal: Géotechnique
Geotechnique (2007) 57 (2): 249–253.
https://doi.org/10.1680/geot.2007.57.2.249
Published: 01 March 2007
View article titled, Manufacture of samples of overconsolidated clay by laboratory sedimentation
Open the PDF for Manufacture of samples of overconsolidated clay by laboratory sedimentation in another window
Add to Citation Manager for Manufacture of samples of overconsolidated clay by laboratory sedimentation
Journal Articles

Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay

Available to Purchase
J.-H. Yin, Z. Fang
Journal: Géotechnique
Geotechnique (2006) 56 (1): 63–68.
https://doi.org/10.1680/geot.2006.56.1.63
Published: 01 February 2006
View article titled, Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay
Open the PDF for Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay in another window
Add to Citation Manager for Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay
Journal Articles

The influence of soil slip on negative skin friction in pile groups connected to a cap

Available to Purchase
C. J. Lee, J. H. Lee, S. Jeong
Journal: Géotechnique
Geotechnique (2006) 56 (1): 53–56.
https://doi.org/10.1680/geot.2006.56.1.53
Published: 01 February 2006
View article titled, The influence of soil slip on negative skin friction in pile groups connected to a cap
Open the PDF for The influence of soil slip on negative skin friction in pile groups connected to a cap in another window
Add to Citation Manager for The influence of soil slip on negative skin friction in pile groups connected to a cap
Journal Articles

A three-dimensional upper-bound approach to slope stability analysis based on RFEM

Available to Purchase
J. Chen, J. -H. Yin, C. F. Lee
Journal: Géotechnique
Geotechnique (2005) 55 (7): 549–556.
https://doi.org/10.1680/geot.2005.55.7.549
Published: 01 September 2005
View article titled, A three-dimensional upper-bound approach to slope stability analysis based on RFEM
Open the PDF for A three-dimensional upper-bound approach to slope stability analysis based on RFEM in another window
Add to Citation Manager for A three-dimensional upper-bound approach to slope stability analysis based on RFEM
Journal Articles

3D effects in seismic liquefaction of stochastically variable soil deposits

Available to Purchase
R. Popescu, J. H. Prevost, G. Deodatis
Journal: Géotechnique
Geotechnique (2005) 55 (1): 21–31.
https://doi.org/10.1680/geot.2005.55.1.21
Published: 01 February 2005
View article titled, 3D effects in seismic liquefaction of stochastically variable soil deposits
Open the PDF for 3D effects in seismic liquefaction of stochastically variable soil deposits in another window
Add to Citation Manager for 3D effects in seismic liquefaction of stochastically variable soil deposits
Journal Articles

Seismic and static stability analysis for rock slopes by a kinematical approach

Available to Purchase
X.-L. Yang, L. Li, J.-H. Yin
Journal: Géotechnique
Geotechnique (2004) 54 (8): 543–549.
https://doi.org/10.1680/geot.2004.54.8.543
Published: 01 October 2004
View article titled, Seismic and static stability analysis for rock slopes by a kinematical approach
Open the PDF for Seismic and static stability analysis for rock slopes by a kinematical approach in another window
Add to Citation Manager for Seismic and static stability analysis for rock slopes by a kinematical approach
Journal Articles

A numerical study of the effect of groundwater movement on long-term tunnel behaviour

Available to Purchase
J. H. Shin, T. I. Addenbrooke, D. M. Potts
Journal: Géotechnique
Geotechnique (2002) 52 (6): 391–403.
https://doi.org/10.1680/geot.2002.52.6.391
Published: 01 August 2002
View article titled, A numerical study of the effect of groundwater movement on long-term tunnel behaviour
Open the PDF for A numerical study of the effect of groundwater movement on long-term tunnel behaviour in another window
Add to Citation Manager for A numerical study of the effect of groundwater movement on long-term tunnel behaviour
Journal Articles

Three-dimensional modelling of NATM tunnelling in decomposed granite soil

Available to Purchase
J. H. Shin, D. M. Potts, L. Zdravkovic
Journal: Géotechnique
Geotechnique (2002) 52 (3): 187–200.
https://doi.org/10.1680/geot.2002.52.3.187
Published: 01 April 2002
View article titled, Three-dimensional modelling of NATM tunnelling in decomposed granite soil
Open the PDF for Three-dimensional modelling of NATM tunnelling in decomposed granite soil in another window
Add to Citation Manager for Three-dimensional modelling of NATM tunnelling in decomposed granite soil
Journal Articles

British PhD Theses: 2000

Free
S. K. Shukla, J. H. Yin
Journal: Géotechnique
Geotechnique (2001) 51 (5): 479–482.
https://doi.org/10.1680/geot.2001.51.5.479
Published: 01 June 2001
View article titled, British PhD Theses: 2000
Open the PDF for British PhD Theses: 2000 in another window
Add to Citation Manager for British PhD Theses: 2000
Journal Articles

Drained creep behaviour of soft Hong Kong marine deposits

Available to Purchase
J. G. Zhu, J. H. Yin
Journal: Géotechnique
Geotechnique (2001) 51 (5): 471–474.
https://doi.org/10.1680/geot.2001.51.5.471
Published: 01 June 2001
View article titled, Drained creep behaviour of soft Hong Kong marine deposits
Open the PDF for Drained creep behaviour of soft Hong Kong marine deposits in another window
Add to Citation Manager for Drained creep behaviour of soft Hong Kong marine deposits
Journal Articles

Consolidation of soil with vertical and horizontal drainage under ramp load

Available to Purchase
G. Zhu, J.-H. Yin
Journal: Géotechnique
Geotechnique (2001) 51 (4): 361–367.
https://doi.org/10.1680/geot.2001.51.4.361
Published: 01 May 2001
View article titled, Consolidation of soil with vertical and horizontal drainage under ramp load
Open the PDF for Consolidation of soil with vertical and horizontal drainage under ramp load in another window
Add to Citation Manager for Consolidation of soil with vertical and horizontal drainage under ramp load
Journal Articles

Non-linear soil stiffness in routine design

Available to Purchase
J. H. Atkinson
Journal: Géotechnique
Geotechnique (2000) 50 (5): 487–508.
https://doi.org/10.1680/geot.2000.50.5.487
Published: 01 October 2000
View article titled, Non-linear soil stiffness in routine design
Open the PDF for Non-linear soil stiffness in routine design in another window
Add to Citation Manager for Non-linear soil stiffness in routine design
Journal Articles

Non-linear creep of soils in oedometer tests

Available to Purchase
J.-H. Yin
Journal: Géotechnique
Geotechnique (1999) 49 (5): 699–707.
https://doi.org/10.1680/geot.1999.49.5.699
Published: 01 October 1999
View article titled, Non-linear creep of soils in oedometer tests
Open the PDF for Non-linear creep of soils in oedometer tests in another window
Add to Citation Manager for Non-linear creep of soils in oedometer tests
Journal Articles

Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides

Available to Purchase
J.-H. Zhu, S. A. Anderson
Journal: Géotechnique
Geotechnique (1998) 48 (1): 73–82.
https://doi.org/10.1680/geot.1998.48.1.73
Published: 01 February 1998
View article titled, Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides
Open the PDF for Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides in another window
Add to Citation Manager for Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides
Journal Articles

Effects of spatial variability on soil liquefaction: some design recommendations

Available to Purchase
R. Popescu, J. H. Prevost, G. Deodatis
Journal: Géotechnique
Geotechnique (1997) 47 (5): 1019–1036.
https://doi.org/10.1680/geot.1997.47.5.1019
Published: 01 October 1997
View article titled, Effects of spatial variability on soil liquefaction: some design recommendations
Open the PDF for Effects of spatial variability on soil liquefaction: some design recommendations in another window
Add to Citation Manager for Effects of spatial variability on soil liquefaction: some design recommendations
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal