/
Your selections:
Dynamic analysis of free-falling penetrometers in soil deposits
- Carter, J. P., Nazem, M., Airey, D. W., Chow, S. H.
Numerical simulation of soft ground improved with cement
- Liyanapathirana, D. S., Liu, M. D., Carter, J. P.
A constitutive model for sand based on non-linear elasticity and the state parameter
- Cameron, D. A., Carter, J. P.
Arbitrary Lagrangian-Eulerian method for dynamic analysis of geotechnical problems
- Nazem, M., Carter, J. P., Airey, D. W.
Drained bearing response of shallow foundations on structured soils
- Liyanapathirana, D. S., Carter, J. P., Airey, D. W.
Effects of tunnelling on existing support systems of perpendicularly crossing tunnels
- Liu, H. Y., Small, J. C., Carter, J. P., Williams, D. J.
Reply to 'Comments on "Flow rule effects in the Tresca model" by H.A. Taiebat and J.P. Carter [Computers and Geotechnics 35 (2008) 500-503] by L. Andersen and J. Clausen' (letter)
- Taiebat, H. A., Carter, J. P.
Determination of effective elastic properties of microcracked rocks based on asymptotic approximation
- Zhao, J. D., Sloan, S. W., Carter, J. P.
Dynamic analysis of geotechnical problems by arbitrary Lagrangian-Eulerian method
- Nazem, M., Carter, J. P.
Effects of tunnelling on existing support systems of intersecting tunnels in the Sydney region
- Liu, H. Y., Small, J. C., Carter, J. P.
Flow rule effects in the Tresca model
Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region
Are you sure you would like to clear your session, including search history and login status?