Browsing by Author "Amšiejus, Jonas"

Now showing items 1-20 of 57

    • Analysis and comparison of geotechnical design according to SNiP and Eurocode 

      Amšiejus, Jonas; Stragys, Vincentas Vytis; Dirgėlienė, Neringa (Modern building materials, structures and techniques : abstracts of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania, 2004)

    • Analysis and comparison of geotechnical design according to SNiP and Eurocode 

      Amšiejus, Jonas; Stragys, Vincentas Vytis; Dirgėlienė, Neringa (Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD], 2004)
      Limit state methods are used for the design of foundations in Lithuania. The different limit states for determination of spread foundation dimensions are used in different normative documents. It was chosen dimensions of ...

    • Analysis and comparison of geotechnical design according to SNiP and Eurocode 

      Amšiejus, Jonas; Stragys, Vincentas Vytis; Dirgėlienė, Neringa (The 8th International conference "Modern building materials, structures and techniques" : selected papers : May 19-21, 2004 Vilnius, Lithuania, 2004)
      Limit state methods are used for the design of foundations in Lithuania. The different limit states for determination of spread foundation dimensions are used in different normative documents. It was chosen dimensions of ...

    • Analysis of methods for evaluation of soil shear strength parameters 

      Amšiejus, Jonas; Dirgėlienė, Neringa; Norkus, Arnoldas (10th International Conference Modern Building Materials, Structures and Techniques: selected papers, Vol. 2. May 19-21, 2010, 2010)
      Having performed an analysis of the methods for identifying a soil shear strength one can find four different coordinate systems for evaluating the soil shear strength parameters. It is stated that a theoretical functional ...

    • Analysis of methods for evaluation of soil shear strength parameters 

      Amšiejus, Jonas; Dirgėlienė, Neringa; Norkus, Arnoldas (10th International Conference Modern Building Materials, Structures and Techniques: selected papers : [CD], Vol. 2. May 19-21, 2010, 2010)
      Having performed an analysis of the methods for identifying a soil shear strength one can find four different coordinate systems for evaluating the soil shear strength parameters. It is stated that a theoretical functional ...

    • Analysis of relative settlement of spread foundations 

      Amšiejus, Jonas; Stragys, Vincentas Vytis; Dirgėlienė, Neringa (Будаўнiцтва : Кафедре "Геотехника и экология в строительстве" БНТУ - 50 лет, 2003)
      In this article calculations of spread foundations according to the currently used norms BNaR2.02.01-83 and the normative documents ENV 1997 is analysed. While preparing the engineering technical regulation for local soil ...

    • Apkrovos ir poveikiai, jų deriniai skaičiuojant konstrukcijas bei pagrindus ribinių būvių metodu 

      Amšiejus, Jonas (Pastatų konstruktoriaus ir statybininko žinynas, 2009)

    • Application of computer aided design systems in geotechnical engineering 

      Amšiejus, Jonas; Gabrielaitis, Linas; Gruodis, Rimantas (Statyba = Civil engineering, 1997)
      Kuriant automatizuoto projektavimo sistemas ypač svarbu atkreipti dėmesį į tą duomenų bei informacijos dalį, kuri dėl jai būdingų savitumų negali būti unifikuota. Ryškiausias pavyzdys šiuo požiūriu galėtų būti inžinerinė ...

    • Comparison of sandy soil shear strength parameters obtained by various construction direct shear apparatuses 

      Amšiejus, Jonas; Dirgėlienė, Neringa; Norkus, Arnoldas; Skuodis, Šarūnas (Archives of civil and mechanical engineering, 2014)
      An analysis of test results performed by common type of direct shear apparatuses shows that normal stress on the shear plane of soil sample is not equal to vertical component of distributed external load applied to the top ...

    • Design and assessment of structures and foundations according to proposed direct probabilistic-statistcal standards in comparison with the usual standards of design values 

      Užpolevičius, Benediktas; Amšiejus, Jonas (Pažangioji statyba = Advanced construction : tarptautinės konferencijos pranešimų medžiaga. 2008 m. lapkričio 13-14 d., Kaunas, Lietuva / Kauno technologijos universitetas, 2008)
      Konstrukcijų ir pagrindų elementų projektavimo ir esančių vertinimo pavyzdžiais iliustruojamas Tiesioginių Tikimydinių-Statistinių (TTS) normų praktinis panaudojimas. TTS normų taikymas analizuojamas kaip alternatyva ...

    • Effect of ends restraint on soil shear strength parameters during triaxial testing 

      Dirgėlienė, Neringa; Amšiejus, Jonas; Stragys, Vincentas Vytis (Theoretical foundations of civil engineering: Polish - Ukrainian- Lithuanian Transaction / Warsaw University of Technology. Faculty of Civil Engineering, Vilniaus Gediminas Technical University. Faculty of Civil Engineering, Prydneprovsk State Academy of Civil Engineering and Architecture. T. 15, 2007)

    • Effects of end conditions on soil shear strength parameters during triaxial testing 

      Dirgėlienė, Neringa; Amšiejus, Jonas; Stragys, Vincentas Vytis (The 9th international conference "Modern building materials, structures and techniques": selected papers, May 16-18, 2007 Vilnius, Lithuania / International Association for Bridges and Structural Engineering, European Council of Civil Engineers, The Association of European Civil Engineering Faculties, Lithuanian Academy of Science, Vilnius Gediminas Technical University. Vol. 3, 2007)
      Review of literature suggests that in order to get a more uniform stress and strain distribution during triaxial test of soil, it is necessary to reduce the sample height/diameter ratio from 2 to 1 and to eliminate friction ...

    • Effects of end conditions on soil shear strength parameters during triaxial testing 

      Dirgėlienė, Neringa; Amšiejus, Jonas; Stragys, Vincentas Vytis (Modern building materials, structures and techniques : proceedings of the 9th international conference, held on May 16-18, 2007 Vilnius, Lithuania [CD] / IABSE Lithuanian Group, Lithuanian Academy of Sciences, VGTU Civil Engineering Faculty, 2007)
      Review of literature suggests that in order to get a more uniform stress and strain distribution during triaxial test of soil, it is necessary to reduce the sample height/diameter ratio from 2 to 1 and to eliminate friction ...

    • Effects of end conditions on soil shear strength parameters during triaxial testing 

      Dirgėlienė, Neringa; Amšiejus, Jonas; Stragys, Vincentas Vytis (Modern building materials, structures and techniques : abstracts of the 9th international conference, held on May 16-18, 2007 Vilnius, Lithuania / IABSE Lithuanian Group, Lithuanian Academy of Sciences, VGTU Civil Engineering Faculty, 2007)

    • Energy transfer measuring in dynamic probing test in layered geological strata 

      Žaržojus, Gintaras; Kelevišius, Kęstutis; Amšiejus, Jonas (Procedia engineering, 2013)
      Static and dynamic probes are commonly used performing engineering geological investigations in Lithuania. Due to their peculiarities, static cone penetration tests (CPTu) are most suitable for penetration of relatively ...

    • Energy transfer measuring in dynamic probing test in layered geological strata 

      Žaržojus, Gintaras; Kelevišius, Kęstutis; Amšiejus, Jonas (Procedia Engineering, 2013)
      Static and dynamic probes are commonly used performing engineering geological investigations in Lithuania. Due to their peculiarities, static cone penetration tests (CPTu) are most suitable for penetration of relatively ...

    • Euronormų pagrindinių nuostatų įgyvendinimo str 2.05.03 ir str 2.05.04 koncepcija ir jos realizavimas 

      Užpolevičius, Benediktas; Amšiejus, Jonas (Respublikinės konferencijos "Statybinės konstrukcijos: statybinių konstrukcijų kūrimas integruojantis į Eurokodų erdvę", įvykusios Vilniuje 2006 m. kovo 3 d., pranešimų rinkinys, 2006)

    • Evaluation of soil shear strength parameters via triaxial testing by height versus diameter ratio of sample 

      Amšiejus, Jonas; Dirgėlienė, Neringa; Norkus, Arnoldas; Žilionienė, Daiva (The Baltic journal of road and bridge engineering, 2009)
      The triaxial test is a most widely used laboratory method for determining the soil shear strength. It is assumed that a soil sample deforms uniformly during triaxial testing. But one often faces a case when the sample in ...

    • Experimental and numerical investigation of sand compression peculiarities 

      Skuodis, Šarūnas; Norkus, Arnoldas; Tumonis, Liudas; Amšiejus, Jonas; Aksamitauskas, Vladislovas Česlovas (Journal of civil engineering and management, 2013)
      Investigation of the compression properties of Klaipėda sand by oedometric testing and numerical modeling is presented. Klaipėda sand is characteristic of the Baltic seashore region sand. Experimental investigation was ...

    • Experimental investigation of stress distribution of vertically loaded short displacement pile in cohesion-less soil 

      Martinkus, Vaidas; Norkus, Arnoldas; Amšiejus, Jonas; Statkus, Tautvydas (Procedia Engineering. 11th international conference on modern building materials, structures and techniques (MBMST), May 16-17, 2013, Vilnius, Lithuania, 2013)
      One can find lot of the methods and theories to determine and interpret the nature of the bearing capacity of displacement piles in cohesion-less soil. The presence of many methods leads to the variety of results and yields ...