Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Issue Section
Date
Availability
1-3 of 3
Keywords: pore water pressure
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Investigation of hydromechanical behaviour of unsaturated hydrophobic soil from micro to macro
Available to Purchase
Journal:
Géotechnique
Geotechnique (2026) 76 (4): 510–523.
Published: 20 January 2026
... unsaturated hydrophobic grains, facilitating the estimation of corresponding pore water pressure. This study is the first to capture the interaction between microscopic features (i.e. curvature and air–water interface area) and macroscopic responses (i.e. pore water pressure, dilatancy and shear strength...
Journal Articles
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading
Available to Purchase
Journal:
Géotechnique
Geotechnique (2025) 75 (4): 563–577.
Published: 18 April 2024
... to the specimen simultaneously. Emphasis is placed on the effects of different combinations of horizontal and vertical stresses on the behaviour of strain, pore water pressure, mobilised friction and modulus. Test results indicated that cyclic behaviour strongly depended on the 3D stress conditions or stress...
Journal Articles
The full state of stress in monotonic simple shear tests on sand
Available to Purchase
Journal:
Géotechnique
Geotechnique (2024) 74 (5): 499–510.
Published: 06 March 2023
... measured shear and vertical stresses may be grossly underestimated in some cases. failure laboratory tests liquefaction pore water pressure sands shear strength stress paths Over the years simple shear testing has been a significant tool for developing data relating to practical...
