An evaluation of the osmotic method of controlling suctionFootnote∗

∗ ENPC-CERMES, 6–8 Av. B. Pascal, F 77455 Marne la Vallée cedex 2 - France.

References

• Bishop , A. W. and Donald , I. B. . The experimental study of partly saturated soil in the triaxial apparatus . Proc. 5th Int. Conf. Soil Mech. Found. Eng. . Vol. 1 , pp. 13 – 21 . Paris
   Google Scholar
• Bocking , K. A. and Fredlund , D. G. . Limitations of the axis translation technique . Proc. 4th Int. Conf. on Expansive Soils . pp. 117 – 135 .
   Google Scholar
• Cui , Y. J. and Delage , P. 1996 . Yielding and plastic behaviour of an unsaturated compacted silt . Géotechnique , 46 ( 2 ) : 291 – 311 .
   Web of Science ®Google Scholar
• Cuisinier , O. and Masrouri , F. 2005 . Hydromechanical behaviour of a compacted swelling soil over a wide suction range . Engineering Geology , 81 : 204 – 212 .
   Web of Science ®Google Scholar
• De Gennaro , V. , Sorgi , C. and Delage , P. . Water retention properties of a mine chalk . Proceedings of the 4th International Conference on Unsaturated Soils . Vol. 2 , pp. 1371 – 1381 . Carefree, Arizona ASCE Geotechnical Special Publication N°147
   Google Scholar
• Delage , P. , Suraj De Silva , G. P.R. and et De Laure , E. . Un nouvel appareil triaxial pour les sols non saturés. . 9e Eur. Conf. Soil Mechanics Found. Eng. . Vol. 1 , pp. 26 – 28 . Dublin
   Google Scholar
• Delage , P. , Suraj De Silva , G. P.R. and Vicol , T. . Suction controlled testing of non saturated soils with an osmotic consolidometer . 7th Int. Conf. Expansive Soils, . pp. 206 – 211 . Dallas
   Google Scholar
• Delage , P. , Howat , M. and Cui , Y. J. 1998 . The relationship between suction and swelling properties in a heavily compacted unsaturated clay . Eng. Geology , 50 ( 1–2 ) : 31 – 48 .
   Web of Science ®Google Scholar
• Delage , P. , Cui , Y. J. and De Laure , E. . Récents développements de la technique osmotique de contrôle de succion . XIIIe Conf. Soil Mechanics and Geotechnics . Vol. 1 , pp. 575 – 578 . Istambul
   Google Scholar
• Dineen , K. and Burland , J. B. . A new approach to osmotically controlled oedometer testing . Proc. 1st Conf on Unsaturated Soils Unsat'95 . Vol. 2 , pp. 459 – 465 . Paris, Balkema
   Google Scholar
• Escario , V. and Juca , F. . Strength and deformation of partly saturated soils . In: Proc. 12th Int. Conf. Soil Mech. and Found. Eng . Vol. 1 , pp. 43 – 46 . Rio, Balkema, Rotterdam
   Google Scholar
• Fleureau , J. M. , Kheirbek-Saoud , S. , Soemitro , R. and Taïbi , S. 1993 . Behaviour of clayey soils on drying-wetting paths . Canadian Geotechnical Journal , 30 ( 2 ) : 287 – 296 .
   Web of Science ®Google Scholar
• Fredlund , D. G. and Rahardjo , H. 1993 . “ Soil mechanics for unsatu-rated soils ” . John Willey, New York
   Google Scholar
• Gardner , W. R. 1956 . Calculation of capillary conductivity from pressure plate outflow data . Proc. Soil Science Society of America , 20 : 317 – 320 .
   Google Scholar
• Gens , A. and et Alonso , E. E. 1992 . A framework for the behaviour of unsaturated expansive clays . Canadian Geotechnical Journal , 29 : 1013 – 1032 .
   Web of Science ®Google Scholar
• Heidecker . personal communication to Williams and Shaykewich . 1969 .
   Google Scholar
• Hilf , J. W. 1956 . “ An investigation of pore-water pressure in compacted cohesive soils ” . In Tech. Memo. , Vol. 654 , Denver, , USA : U.S. Bureau of reclamation, Design and construction Div .
   Google Scholar
• Ho , D. Y.F. and Fredlund , D. G. . Strain rates for unsaturated soil shear strength testing . 7th Southeast Asian Geotech. Conf. . Hong Kong.
   Google Scholar
• Kassiff , G. and Ben Shalom , A. 1971 . Experimental relationship between swell pressure and suction . Géotechnique , 21 : 245 – 255 .
   Web of Science ®Google Scholar
• Komornik , A. , Livneh , M. and Smucha , S. . Shear strength and swelling of clays under suction . Proc. 4th Int. Conf. on Expansive soils . Denver, USA.
   Google Scholar
• Kunze , R. J. and Kirkham , D. 1962 . Simplified accounting for membrane impedance in capillary conductivity determination . Proc. Soil Science Society of America , 26 : 421 – 426 .
   Google Scholar
• Lagerwerff , J. V. , Ogata , G. and Eagle , H. E. 1961 . Control of osmotic pressure of culture solutions with polyethylene glycol . Science , 133 : 1486 – 1487 .
   PubMed Web of Science ®Google Scholar
• Lepilleur , B. and Schmitt , E. 1995 . Etude sur le gonflement des argiles Paris Rapport de projet de fin d'étude, Ecole Nationale des Ponts et Chaussées
   Google Scholar
• Maâtouk , A. , Leroueil , S. and La Rochelle , P. 1995 . Yielding and critical state of a collapsible unsaturated silty soil . Géotechnique , 45 ( 3 ) : 465 – 477 .
   Google Scholar
• Marcial , D. . Interactions eau-argile dans les montmorillonites et comportement des barrières ouvragées . PhD Thesis, Ecole Nationale des Ponts et Chaussées . Paris.
   Google Scholar
• Miller , E. E. and Elrick , D. E. 1958 . Dynamic determination of capillary conductivity extended for non-negligible membrane impedance . Soil Science Society American Proceedings , 26 : 421 – 426 .
   Google Scholar
• Monroy , R. , Ridley , A. , Dineen , K. and Zdrakovic , L. 2007 . The suitability of osmotic technique for the long term testing of partly saturated soils . Geotechnical Testing Journal , 30 : 220 – 226 . N°3
   Web of Science ®Google Scholar
• Painter , L. I. 1966 . Method of subjecting growing plants to a continuous soil moisture stress . Agronomy Journal , 58 : 459 – 460 .
   Web of Science ®Google Scholar
• Peck , A. J. and Rabbidge , R. M. 1969 . Design and performance of an osmotic tensiometer for measuring capillary potential . Soil Science Society American Proceedings , 33 : 196 – 202 .
   Google Scholar
• Priol , G. . Comportement mécanique d'une craie pétrolifère: comportment différé et mouillabilité . PhD Thesis, Ecole Nationale des Ponts et Chaussées . Paris.
   Google Scholar
• Priol , G. , De Gennaro , V. , Delage , P. and Cui , Y. J. . Proc. Second International Workshop on Unsaturated Soils, . On the suction and the time dependent behaviour of reservoir chalks of North sea oilfields , pp. 43 – 54 . Capri, , (Italy)
   Google Scholar
• Richards , L. A. 1941 . A pressure–membrane extraction apparatus for soil solution . Soil science , 51 : 377 – 386 .
   Google Scholar
• Ridley , A. M. and Burland , J. B. 1993 . A new instrument for the measurment of soil moisture suction . Géotechnique , 43 ( 2 ) : 321 – 324 .
   Web of Science ®Google Scholar
• Slatter , E. E. , Allman , A. A. and Smith , D. W. . Suction controlled testing of unsaturated soils with an osmotic oedometer . Proc. Int. Conf. Geo-Eng 2000 . Melbourne, Australia.
   Google Scholar
• Slatter , E. E. , Jungnickel , C. A. , Smith , D. W. and Allman , M. A. 2000b . “ Investigation of suction generation in apparatus employing osmotic methods ” . In Unsaturated Soils for Asia Edited by: Toll and Leong . 297 – 302 . Balkema
   Google Scholar
• Slatter , E. E. , Fityus , S. G. and Smith , D. W. 2005 . “ Measuring lateral pressures during suction-controlled one-dimensional consolidation ” . In Advanced Experimental Unsaturated Soil Mechanics EXPERUS 2005 Edited by: Tarantino , Romero and Cui . 117 – 123 . Balkema
   Google Scholar
• Slatter , E. E. , Fityus , S. G. and Smith , D. W. . Proceedings of the 4th International Conference on Unsaturated Soils . Experimental determination of parameters for the Barcelona basic model for a reconstituted kaolin , Vol. 2 , pp. 2015 – 2026 . Carefree, Arizona ASCE Geotechnical Special Publication N°147
   Google Scholar
• Suraj De Silva , G. P.R. . Etude expérimentale du comportement d'un limon non saturé sous succion contrôlée . PhD Thesis, Ecole Nationale des Ponts et Chaussées . Paris.
   Google Scholar
• Tarantino , A. and Mongiovi , L. 2000 . “ A study of the efficiency of semi-permeable membranes in controlling soil matrix suction using the osmotic technique ” . In Unsaturated Soils for Asia Edited by: Toll and Leong . 303 – 308 . Balkema
   Google Scholar
• Tessier , D. , Dardaine , M. , Beaumont , A. and Jaumet , A. M. 1998 . Swelling pressure and microstructure of an activated swelling clay with temperature . Clay minerals , 33 : 255 – 267 .
   Google Scholar
• Vicol , T. . Propriétés mécaniques et hydrauliques d'un limon non saturé - Conséquences sur la modélisation . Thèse de doctorat, Ecole Nationale des Ponts et Chaussées . Paris.
   Google Scholar
• Waldron , L. J. and Manbeian , T. 1970 . Soil moisture characteristics by osmosis with polyethylene glycol : a simple system with osmotic pressure data and some results . Soil Science , 110 ( 6 ) : 401 – 404 .
   Google Scholar
• Williams , J. and Shaykewich , C. F. 1969 . An evaluation of polyethylene glycol PEG 6000 and PEG 20000 in the osmotic control of soil water matrix potential . Can. J. Soil Science , 102 ( 6 ) : 394 – 398 .
   Google Scholar
• Yahia-Aissa , M. . Comportement hydro-mécanique d'un matériau argileux fortement compacté . PhD Thesis, Ecole Nationale des Ponts et Chaussées . Paris.
   Google Scholar
• Yahia-Aissa , M. , Delage , P. and Cui , Y. J. 2000 . Volume change behaviour of a dense compated swelling clay under stress and suction changes . Experimental Evidence and Theoretical Approaches in Unsaturated Soils , 10–12 april : 65 – 74 . Trento
   Google Scholar
• Zur , B. 1966 . Osmotic control the matrix soil water potential . Soil Science , 102 : 394 – 398 .
   Web of Science ®Google Scholar