Design, Assessment and Optimization of the Anchored Embedded Structures on Highway D3 Čadca-Svrčinovec Section [PDF]
, 2019 Hlavným cieľom diplomovej práce je návrh a posúdenie kotveného zárubného múru na úseku diaľnice D3 Čadca, Bukov – Svrčinovec. Na začiatku práce je bližšie špecifikovaná charakteristika územia daného úseku a to najmä geologickými, hydrogeologickými a ...
Kultan, Martin
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Numerical modelling of passively loaded pile groups [PDF]
, 2019 Piled foundations could be affected negatively as a result of passive loadings caused by nearby soil movement-induced activities, and failure of piles could happen in some sever cases. This paper deals with the numerical analysis of passively loaded pile
Al-abboodi, I, Toma-Sabbagh, TM
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The importance of proper evaluation of the geological conditions for the design of industrial floor subbase [PDF]
, 2015 Nowadays many problems concerning industrial floors or floors in shopping centres occurred when local geological characterization is not adequately considered by structural designers, material selection is not evaluated properly and in time for future ...
Bulko, Roman +3 more
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Evaluation of clay layer presence on shallow foundation settlement in dry sand under an earthquake
Open EngineeringSeismically, settlement of buildings with shallow foundations lying above dry sand soils has caused severe destruction in recent earthquakes. This study investigated the effect of seismic loads with shallow foundations located above sandy soil containing
Ali Ali Ismaiel
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Slope Stability Analysis of Highway Embankments Using Strength Reduction Method in PLAXIS 3D
International Journal for Research in Applied Science and Engineering TechnologySlope stability analysis is vital in geotechnical and highway engineering due to its direct implications on infrastructure safety and serviceability. This study employs the Strength Reduction Method (SRM) in PLAXIS 3D, a finite element-based software, to assess the stability of highway embankments under various slope geometries, embankment heights, and
Vaibhav Pandey, Vinod Kumar Sonthwal
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Numerical and Experimental Studies of Wave Propagation Induced by Pile Driving [PDF]
, 2014 . This paper presents results of numerical and experimental studies to predict the peak particle velocity (ppv) induced by a pile driving. By utilizing a professional finite element software, Plaxis 2D Dynamic, this study analyzed ppv due to pile driving
Agrensa, F. (Fico) +3 more
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Evaluation of failure mechanism of pile under pullout test in loose sand by PIV method [PDF]
, 2013 In order to ensure safe design of structures we need to study on behavior of structure’s components before and after failing. Consequences effects of failing are important in some structural cases.
Faizi, Koohyar
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Studi Pengaruh Pembebanan Statis Dan Dinamis Terhadap Pondasi Dangkal Dengan Perkuatan Tiang Buis Dari Komposisi Optimal Beton Yang Menggunakan Material Limbah Di Kabupaten Bangkalan (Pemodelan Di Laboratorium) [PDF]
, 2012 Pondasi pendukung suatu bangunan atau penyangga konstruksi yang paling dasar adalah tanah. Jenis tanah yang kita pakai adalah tanah andosol yang ada di kabupaten Bangkalan.
Sulistyo, W. A. (Wahyu) +4 more
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Дослідження випадкового процесу навантаження опорного ролика конвеєра в умовах осередненого потоку руди [PDF]
, 2013 Представлены результаты исследований случайного процесса нагрузки опорного ролика конвейера в условиях усредненного потока дробленой руды.Представлені результати досліджень випадкового процесу навантаження опорного ролика конвеєра в умовах осередненого ...
Кондратець, В. О.
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Influence of Structural Stiffness Representation in Settlement Calculations and Practical Advice
BuildingsState-of-the-art geotechnical and structural analyses commonly rely on finite-element analysis, treating soil and structure models separately. Incorporating the overall stiffness of the structure into the geotechnical model enables more realistic ...
Christian Wallner +2 more
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