kw.\*:("Hinchamiento piso")
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Le point sur les routes = The point on roadsCOUNAS, D.Le Moniteur des travaux publics et du bâtiment. 1990, Num 4515, pp 109-117, issn 0026-9700, 5 p.Article
Comparison of shrink-swell potential of seven ultisols and one alfisol using two different cole techniquesSIMON, J. J; OOSTERHUIS, L; RENEAU, R. B. JR et al.Soil science. 1987, Vol 143, Num 1, pp 50-55, issn 0038-075XArticle
Identification et prévision du gonflement de quelques sols de la région de Tlemcen (Algérie) = Identification and forecasting the swelling behaviour of some soils from the Tlemcen region of Algeria = Erkennung und Prognostizierung des Schwellens bestimmter Böden der Region Tlemcen (Algerien) = Identificación y previsión del hinchamiento de algunos suelos de la región de Tlemcen (Argelia)DJEDID, A; BEKKOUCHE, A; AISSA MAMOUNE, S.M et al.Bulletin des laboratoires des ponts et chaussées. 2001, Num 233, pp 67-75, issn 1269-1496, 9 p.Article
Infiltration in saturated swelling soils and slurries: exact solutions for constant supply rateBROADBRIDGE, P.Soil science. 1990, Vol 149, Num 1, pp 13-22, issn 0038-075XArticle
Eine Quelldruckberechnung eröffnet neue Erkenntnisse = A new model contributes to the undustanding of swelling = Un nouveau modèle contribue à la compréhension du gonflementKALIN, J.J; SCHMID, L.R.Tunnel. 1995, Num 6, pp 40-43, issn 0722-6241Article
Modified free swell index for clays = Indice de gonflement libre modifié des argilesSIVAPULLAIAH, P. V; SITHARAM, T. G; SUBBA RAO, K. S et al.ASTM geotechnical testing journal. 1987, Vol 10, Num 2, pp 80-85, issn 0149-6115Article
Cyclic swelling behavior of claysAL-HOMOUD, A. S; BASMA, A. A; HUSEIN MALKAWI, A. I et al.Journal of geotechnical engineering. 1995, Vol 121, Num 7, pp 562-565, issn 0733-9410Article
Application des études goétechniques aux études préalables aux travaux de réhabilitation = Geotechnical investigations and repair studiesBOURGES, P.Le Génie rural. 1988, Num 12, pp 57-61, issn 0395-8663Article
Applications of SEM and ESEM in Microstructural Investigation of Shale-Weathered Expansive Soils along Swelling-Shrinkage CyclesLIN, Botao; CERATO, Amy B.Engineering geology. 2014, Vol 177, pp 66-74, issn 0013-7952, 9 p.Article
Micro-fabric transformation of Taleqan white clay under constant volume swelling conditionARYA ASSADI LANGROUDI; SHAHABODDIN YASROBI, S.Engineering geology. 2010, Vol 116, Num 3-4, pp 207-217, issn 0013-7952, 11 p.Article
Predicting soil swelling behaviour from specific surface areaYUKSELEN-AKSOY, Y; KAYA, A.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2010, Vol 163, Num 4, pp 229-238, issn 1353-2618, 10 p.Article
Simulation numérique du creusement d'une galerie dans un massif argileux gonflant = Numerical simulation of excavation of gallery in expansive clayROBINET, J.-C; TACHERIFET, S.Revue française de géotechnique. 1996, Num 75, pp 57-68, issn 0181-0529Article
Volume change behaviour of a swelling soil compacted at different initial statesNOWAMOOZ, Hossein; JAHANGIR, Emad; MASROURI, Farimah et al.Engineering geology. 2013, Vol 153, pp 25-34, issn 0013-7952, 10 p.Article
Some possible interconnections between shrinkage cracking and gilgaiCHERTKOV, V. Y.Australian journal of soil research. 2005, Vol 43, Num 1, pp 67-71, issn 0004-9573, 5 p.Article
Analysis of soil shrinkage dataGROENEVELT, P. H; GRANT, C. D.Soil & tillage research. 2004, Vol 79, Num 1, pp 71-77, issn 0167-1987, 7 p.Conference Paper
Field swelling, shrinking, and water content change in a heavy clay soilKIRBY, J. M; BERNARDI, A. L; RINGROSE-VOASE, A. J et al.Australian journal of soil research. 2003, Vol 41, Num 5, pp 963-978, issn 0004-9573, 16 p.Article
Drainagestollen unter dem Belchentunnel = Drainage gallery beneath the Belchen tunnel = Galerie de drainage en-dessous du tunnel BelchenTunnel. 1999, Num 6, pp 51-52, issn 0722-6241Article
Investigation on the moisture retention characteristics of lowland expansive soilsEBADI, T; ELEKTOROWICZ, M.The Proceedings of the ... International Offshore and Polar Engineering Conference. 1999, issn 1098-6189, isbn 1-880653-39-7, 4Vol, Vol. 1, 447-450Conference Paper
Nonlinear analysis for the coupled problem of temperature, seepage and stress fields in cold-region tunnels = Analyse non linéaire pour les problèmes associés de température, infiltration et champs de contrainte dans les tunnels en région froideLAI, Y. M; WU, Z. W; ZHU, Y. L et al.Tunnelling and underground space technology. 1998, Vol 13, Num 4, pp 435-440, issn 0886-7798Article
Neural modeling of Kansas soil swellingNAJJAR, Y. M; BASHEER, I. A; MCREYNOLDS, R et al.Transportation research record. 1996, Num 1526, pp 14-19, issn 0361-1981Conference Paper
Excess pore pressure during consolidation and swelling with radial drainageAL-TABBAA, A.Geotechnique. 1995, Vol 45, Num 4, pp 701-707, issn 0016-8505Article
Interpretation of oedometer test data for natural claysONITSUKA, K; HONG, Z; HARA, Y et al.Soils and foundations. 1995, Vol 35, Num 3, pp 61-70, issn 0038-0806Article
Der Freudensteintunnel = Le tunnel de Freudenstein = The Freudenstein tunnelPROMMERSBERGER, G.Der Eisenbahningenieur (Hamburg). 1991, Vol 42, Num 6, pp 286-291, issn 0013-2810, 5 p.Article
Coefficients des caractéristiques de gonflement d'une siltiteDOI, N; IBABA, T; HIRATA, A et al.Tsuchi to kiso. 1989, Vol 37, Num 5, pp 53-58, issn 0041-3798Article
Tunnels in Opalinus clayshale - a review of case histories and new developments = Tunnels dans la marne aalénienne - Etude de cas et développements récentsEINSTEIN, H. H.Tunnelling and underground space technology. 2000, Vol 15, Num 1, pp 13-29, issn 0886-7798Article