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Results 1 to 25 of 654

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Improvements of methods to determine soil lateral pressure exerted on engineering structuresYAKOVLEV, P.I; DUBROVSKY, M.P; SHKOLA, A.V et al.International conference on soil mechanics and foundation engineering. 1994, pp 895-898Conference Paper

The passive earth pressure distribution on the trap doorADACHI, T; TAMURA, T; KIMURA, M et al.NUMOG : International symposium numerical models in geomechanics. 1995, pp 693-696, isbn 90-5410-568-2Conference Paper

A solution to concurrent measurement of the normal and tangential earth pressure in model testsARNOLD, M; FRANKE, D; BARTL, U et al.International Symposium on geotechnical measurements and modelling. 2003, pp 321-326, isbn 90-5809-603-3, 6 p.Conference Paper

A device developed for measuring earth pressureISHIDA, T; TATSUI, T; SATO, M et al.International symposium on underground construction in soft ground. 1995, pp 155-158, isbn 90-5410-536-4Conference Paper

Design of excavation support using apparent earth pressure diagrams: consistent design or consistent problem ?BOONE, S. J; WESTLAND, J.International conference of TC 28 of the ISSMGE. 2006, pp 809-815, isbn 0-415-39124-5, 7 p.Conference Paper

Pressures exerted by materials stored in silos. II: fine powders = Pressions exercées par les matériaux emmagasinés dans des silos: poudres finesBLIGHT, G. E.Geotechnique. 1986, Vol 36, Num 1, pp 47-56, issn 0016-8505Article

Nouvelles tables de poussée et de butée dans les sols surconsolidés = New tables for active and passive earth pressure coefficients in overconsolidated soilsBOUTONNIER, L; VIROLLET, M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1095-1098, isbn 90-2651-853-6, 3VolConference Paper

Discussion: Comment on conventional access inaccuracies and avanced general earth pressure modelKOUDELKA, P.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 469-470, isbn 90-5809-106-6Conference Paper

Kinematically and statically plausible calculationsMORTENSEN, K.International conference on soil mechanics and foundation engineering. 1994, pp 559-562Conference Paper

Influence of earth pressure on the inner forces in the tunnel liningRYMSZA, B.European Conference on soil mechanics and geotechnical engineering. 2003, pp 831-836, isbn 80-86769-01-1, 6 p.Conference Paper

Determination of soil lateral pressure loads on a retaining wall taking into consideration its displacements and deformationsDUBROVSKY, M. P; POIZNER, M. B; YAKOVLEV, P. I et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 795-798, isbn 90-5410-891-6Conference Paper

Some comments on reinforced earth designBERGADO, D. T; CHAI, J. C; ANDERSON, L. R et al.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 233-240, isbn 90-5410-593-3Conference Paper

Erddruckberechnung mit kreiszylindrischen Gleitflächen - neue Erdruckbeiwerte = Calcul de la pression des terres à l'aide de surfaces de glissement cylindriques, nouveaux coefficients de pression des terres = Earth-pressure computation on the basis of circular cylindrical sliding surfaces - new coefficients of earth pressureBÖHME, K; ELBINGER, K.Geotechnik. 1988, Vol 11, Num 2, pp 80-84, issn 0172-6145Article

Pressures exerted by materials stored in silos. I: Coarse materials = Pressions exercées par les matériaux emmagasinés dans des silos: matériaux grossiersBLIGHT, G. E.Geotechnique. 1986, Vol 36, Num 1, pp 33-46, issn 0016-8505Article

Influencia del suelo en la corrosion de las tuberias = Soil influence on pipe corrosionYEN, B.C; TOTANI, G.D.Oilgas. 1992, Num 294, pp 71-75, issn 0030-1493Article

Influence of potential soil deformations on soil pressure at rest upon retaining wallDOUBROVSKY, M. P; KHONELIA, N. N; POIZNER, M. B et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 521-526, isbn 80-86769-01-1, 6 p.Conference Paper

Active earth pressure in cohesive soils with an inclined ground surface: DiscussionSILVESTRI, Vincent.Canadian geotechnical journal. 2001, Vol 38, Num 3, issn 0008-3674, p. 662Article

Earth pressure acting on shield driven tennels in soft groundINOKUMA, A; ISHIMURA, T.International symposium on underground construction in soft ground. 1995, pp 221-224, isbn 90-5410-536-4Conference Paper

Active pressure distribution in cohesive soilsPRADEL, D.International conference on soil mechanics and foundation engineering. 1994, pp 795-798Conference Paper

Static and seismic passive earth pressure coefficients on rigid retaining structuresSOUBRA, A.-H.Canadian geotechnical journal. 2000, Vol 37, Num 2, pp 463-478, issn 0008-3674Article

Suitability of total stress gages for soil pressure measurementsDEWOOLKAR, M. M; KO, H. Y; PAK, R. Y. S et al.International Conference Centrifuge 98. 1998, pp 129-134, isbn 90-5410-986-6Conference Paper

Static and dynamic active earth pressureDAS, B. M; PURI, V. K.Geotechnical and geological engineering. 1996, Vol 14, Num 4, pp 353-366, issn 0960-3182Article

Une nouvelle méthode d'évaluation de la butée sur un versant (appliquée à la stabilité d'un rideau de palplanches)KYRGEORGIOU, Y.E.1986, Num 1-2, pp 28-37, issn 0253-4991Article

A lower-bound solution of earth pressure of cohesive backfill with inclined slope surfaceLUAN, M; NIAN, T; LEE, C. F et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 281-286, isbn 90-5809-081-7Conference Paper

Earth pressure acting on a deep circular shaft wallENAMI, A; MORISHITA, H; OGIHARA, M et al.International Symposium on geotechnical aspects of underground construction in soft ground. 1996, pp 117-122, isbn 90-5410-856-8Conference Paper

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