21. A Comparison of Puncture Behavior of Smooth and Textured HDPE Geomembranes. Issue 4 (1995) Authors: Narejo, D.B. Journal: Geosynthetics international Issue: Volume 2:Issue 4(1995) Page Start: 699 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
22. A Comparison of Puncture Behavior of Smooth and Textured HDPE Geomembranes. Issue 4 (1st January 1995) Authors: Narejo, D.B. Journal: Geosynthetics international Issue: Volume 2:Issue 4(1995) Page Start: 699 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
23. A Comparison of the Response of Geosynthetics in the Multi-Axial and Uniaxial Test Devices. Issue 1 (1999) Authors: Bray, J.D.; Merry, S.M. Journal: Geosynthetics international Issue: Volume 6:Issue 1(1999) Page Start: 19 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
24. A Comparison of the Response of Geosynthetics in the Multi-Axial and Uniaxial Test Devices. Issue 1 (1st January 1999) Authors: Merry, S.M.; Bray, J.D. Journal: Geosynthetics international Issue: Volume 6:Issue 1(1999) Page Start: 19 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
25. A formula to predict the effect of the variable discharge capacity of prefabricated vertical drains. Issue 6 (1st December 2013) Authors: Venda Oliveira, P.J. Journal: Geosynthetics international Issue: Volume 20:Issue 6(2013) Page Start: 408 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
26. A formula to predict the effect of the variable discharge capacity of prefabricated vertical drains. Issue 6 (December 2013) Authors: Venda Oliveira, P.J. Journal: Geosynthetics international Issue: Volume 20:Issue 6(2013) Page Start: 408 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
27. A full-scale trial embankment construction with soil reinforced with short randomly distributed polypropylene microfibres. Issue 5 (1st October 2011) Authors: Gomes, L.M.F.; Pinto, M.I.M.; Falorca, I.M.C.F.G. Journal: Geosynthetics international Issue: Volume 18:Issue 5(2011) Page Start: 280 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
28. A full-scale trial embankment construction with soil reinforced with short randomly distributed polypropylene microfibres. Issue 5 (October 2011) Authors: Falorca, I.M.C.F.G.; Gomes, L.M.F.; Pinto, M.I.M. Journal: Geosynthetics international Issue: Volume 18:Issue 5(2011) Page Start: 280 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
29. A general expression for geosynthetic strain due to deflection. Issue 5 (October 2009) Authors: Shukla, S.K.; Sivakugan, N. Journal: Geosynthetics international Issue: Volume 16:Issue 5(2009) Page Start: 402 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
30. A general relationship to estimate strength of fibre-reinforced cemented fine-grained soils. Issue 4 (31st March 2017) Authors: Consoli, N. C.; Marques, S. F. V.; Sampa, N. C.; Bortolotto, M. S.; Siacara, A. T.; Nierwinski, H. P.; Pereira, F.; Festugato, L. Journal: Geosynthetics international Issue: Volume 24:Issue 4(2017) Page Start: 435 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗