-
2
-
-
68249117109
-
Probabilistic assesment of soil shear strength parameters using triaxial test results
-
Amšiejus, J.; Dirgeliene, N. 2007. Probabilistic assesment of soil shear strength parameters using triaxial test results, The Baltic Journal of Road and Bridge Engineering 2(3):125-131.
-
(2007)
The Baltic Journal of Road and Bridge Engineering
, vol.2
, Issue.3
, pp. 125-131
-
-
Amšiejus, J.1
Dirgeliene, N.2
-
3
-
-
84869567532
-
Effect of ends restraint on soil shear strength parameters during triaxial testing
-
Ed. by Szczesniak, Warsaw, Poland. Warszawa: Wydawnictwo Politechniki Warszawskiej
-
Dirgeliene, N.; Amšiejus, J.; Stragys, V. 2007. Effect of ends restraint on soil shear strength parameters during triaxial testing, in Polish-Ukrainian-Lithuanian Transactions of Theoretical Foundations of Civil Engineering. Ed. by Szczesniak, 2007, Warsaw, Poland. Warszawa: Wydawnictwo Politechniki Warszawskiej, 151-156.
-
(2007)
Polish-Ukrainian-Lithuanian Transactions of Theoretical Foundations of Civil Engineering
, pp. 151-156
-
-
Dirgeliene, N.1
Amšiejus, J.2
Stragys, V.3
-
4
-
-
84869560528
-
-
th International Conference Modern Building Materials, Structures and Techniques: selected papers, 2. Ed. by M. J. Skibniewski, P. Vainiunas, E. K. Zavadskas. May 16-18, 2007, Vilnius, Lithuania. Vilnius: Technika, 1120-1125.
-
th International Conference "Modern Building Materials, Structures and Techniques": selected papers, vol. 2. Ed. by M. J. Skibniewski, P. Vainiunas, E. K. Zavadskas. May 16-18, 2007, Vilnius, Lithuania. Vilnius: Technika, 1120-1125.
-
-
-
-
5
-
-
68249111700
-
-
Head, K. H. 1986. Manual of Soil Laboratory Testing, 3. Effective Stress Tests. London: Pentech Press, 743-1238. ISBN 0-7273-1306-1.
-
Head, K. H. 1986. Manual of Soil Laboratory Testing, vol. 3. Effective Stress Tests. London: Pentech Press, 743-1238. ISBN 0-7273-1306-1.
-
-
-
-
7
-
-
68249106596
-
ij model
-
ij model, in Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, September 12-16, 2005. Rotterdam: Millpress, 909-912.
-
(2005)
Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, September 12-16, 2005. Rotterdam: Millpress
, pp. 909-912
-
-
Hinokio, M.1
Nakai, T.2
-
8
-
-
2942545683
-
Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials
-
741-745. DOI:10.1061/(ASCE) 0733-9399 () 130:6741
-
Jeremic, B.; Yang, Z.; Sture, S. 2004. Numerical assessment of the influence of end conditions on constitutive behaviour of geomaterials, Journal of Engineering Mechanic 130(6):741-745. DOI:10.1061/(ASCE) 0733-9399 (2004) 130:6(741)
-
(2004)
Journal of Engineering Mechanic
, vol.130
, Issue.6
-
-
Jeremic, B.1
Yang, Z.2
Sture, S.3
-
9
-
-
58149302508
-
Analysis and evaluation of depth of frozen ground affected by road climatic conditions
-
DOI:10.3846/1822-427X.2008.3.226-232
-
Juknevičiutė, L.; Laurinaviǩius, A. 2008. Analysis and evaluation of depth of frozen ground affected by road climatic conditions, The Baltic Journal of Road and Bridge Engineering 3(4):226-232. DOI:10.3846/1822-427X.2008.3.226-232
-
(2008)
The Baltic Journal of Road and Bridge Engineering
, vol.3
, Issue.4
, pp. 226-232
-
-
Juknevičiutė, L.1
Laurinaviǩius, A.2
-
10
-
-
0029515776
-
Softening and preshearing effects in sand
-
Lade, P. V.; Prabucki, M.-J. 1995. Softening and preshearing effects in sand, Soils and Foundations 35(4):93-104.
-
(1995)
Soils and Foundations
, vol.35
, Issue.4
, pp. 93-104
-
-
Lade, P.V.1
Prabucki, M.-J.2
-
11
-
-
68249125693
-
-
Lade, P. V..; Wasif, U. 1988. Effects of height-to-diameter ratio in triaxial specimens on the behaviour of cross-anisotropic sand, in Advanced Triaxial testing of Soil and Rock. Ed. by R. T. Donaghe, R. C. Chaney, M. L. Silver. 1988, Philadelphia, USA. Philadelphia: ASTM STP 977, 706-714.
-
Lade, P. V..; Wasif, U. 1988. Effects of height-to-diameter ratio in triaxial specimens on the behaviour of cross-anisotropic sand, in Advanced Triaxial testing of Soil and Rock. Ed. by R. T. Donaghe, R. C. Chaney, M. L. Silver. 1988, Philadelphia, USA. Philadelphia: ASTM STP 977, 706-714.
-
-
-
-
12
-
-
14644414222
-
Numerical modeling of nonhomogeneous behavior of structured soils during triaxial tests
-
5(1):10-23. DOI:10.1061/(ASCE) 1532-3641(2005)5
-
Liyanapathirana, D. S.; Carter, J. P.; Airey, D. W. 2005. Numerical modeling of nonhomogeneous behavior of structured soils during triaxial tests, International Journal of Geomechanics 5(1):10-23. DOI:10.1061/(ASCE) 1532-3641(2005)5:1(10)
-
(2005)
International Journal of Geomechanics
, vol.1
, Issue.10
-
-
Liyanapathirana, D.S.1
Carter, J.P.2
Airey, D.W.3
-
13
-
-
68249086428
-
Influence of the end friction on the response of triaxial and plane strain clay samples
-
Osaka, Japan, 12-16 September, Rotterdam: Millpress
-
Peric, D.; Su, S. 2005. Influence of the end friction on the response of triaxial and plane strain clay samples, in Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 12-16 September, 2005. Rotterdam: Millpress, 571-574.
-
(2005)
Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
, pp. 571-574
-
-
Peric, D.1
Su, S.2
-
14
-
-
0031406514
-
Effects of end restraint and strain rate in triaxial tests
-
DOI:10.1016/S0266-352X(97)00021-9
-
Sheng, D.; Westerberg, B.; Mattsson, H.; Axelsson, K. 1997. Effects of end restraint and strain rate in triaxial tests, Computers and Geotechnics 21(3):163-182. DOI:10.1016/S0266-352X(97)00021-9
-
(1997)
Computers and Geotechnics
, vol.21
, Issue.3
, pp. 163-182
-
-
Sheng, D.1
Westerberg, B.2
Mattsson, H.3
Axelsson, K.4
-
15
-
-
84869560584
-
Itempimu̧ buvio bandinyje, tiriant grunta stabilometru, tyrimas [Analysis of stress distribution of soil specimen using triaxial compression test], in Statybos inzinerija [Civil engineering]
-
Vilnius: Technika
-
Verveǩkaitė, N. 2004. Itempimu̧ buvio bandinyje, tiriant grunta stabilometru, tyrimas [Analysis of stress distribution of soil specimen using triaxial compression test], in Statybos inzinerija [Civil engineering]: 7-osios Lietuvos jaunu̧ju̧ mokslininku̧ konferencijos "Lietuva be mokslo - Lietuva be ateities", ivykusios Vilniuje 2004 m. kovo 25-26 d., pranešimu̧ medziaga. Vilnius: Technika, 332-337.
-
(2004)
7-osios Lietuvos jaunu̧ju̧ mokslininku̧ konferencijos "Lietuva be mokslo - Lietuva be ateities", ivykusios Vilniuje 2004 m. kovo 25-26 d., pranešimu̧ medziaga
, pp. 332-337
-
-
Verveǩkaitė, N.1
-
16
-
-
33847384568
-
Stress-strain analysis in the soil sample during laboratory testing
-
Verveǩkaitė, N.; Amšiejus, J.; Stragys, V. 2007. Stress-strain analysis in the soil sample during laboratory testing, ]ournal of Civil Engineering and Management 13(1):63-70.
-
(2007)
ournal of Civil Engineering and Management
, vol.13
, Issue.1
, pp. 63-70
-
-
Verveǩkaitė, N.1
Amšiejus, J.2
Stragys, V.3
|