1. 3D contaminant flow imaging in transparent granular porous media. Issue 3 (18th July 2011) Authors: Serrano, R Fernández.; Tabe, K.; Iskander, M. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 71 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
2. 3D contaminant flow imaging in transparent granular porous media. Issue 3 (18th July 2011) Authors: Serrano, R Fernández.; Tabe, K.; Iskander, M. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 71 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
3. 3D contaminant flow imaging in transparent granular porous media. Issue 3 (September 2011) Authors: Serrano, R Fernández.; Iskander, M.; Tabe, K. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 71 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
4. A compression line for soils with evolving particle and pore size distributions due to particle crushing. Issue 1 (15th March 2011) Authors: RUSSELL, A. R. Journal: Géotechnique letters Issue: Volume 1:Issue 1(2011) Page Start: 5 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
5. A compression line for soils with evolving particle and pore size distributions due to particle crushing. Issue 1 (15th March 2011) Authors: RUSSELL, A. R. Journal: Géotechnique letters Issue: Volume 1:Issue 1(2011) Page Start: 5 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
6. A compression line for soils with evolving particle and pore size distributions due to particle crushing. Issue 1 (15th March 2011) Authors: RUSSELL, A. R. Journal: Géotechnique letters Issue: Volume 1:Issue 1(2011) Page Start: 5 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
7. A compression line for soils with evolving particle and pore size distributions due to particle crushing. Issue 1 (8th February 2011) Authors: RUSSELL, A. R. Journal: Géotechnique letters Issue: Volume 1:Issue 1(2011) Page Start: 5 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
8. A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations. Issue 3 (18th July 2011) Authors: Houlsby, G. T.; Cassidy, M. J. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 65 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
9. A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations. Issue 3 (18th July 2011) Authors: Houlsby, G. T.; Cassidy, M. J. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 65 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
10. A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations. Issue 3 (September 2011) Authors: Houlsby, G. T.; Cassidy, M. J. Journal: Géotechnique letters Issue: Volume 1:Issue 3(2011) Page Start: 65 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗