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Wyszukujesz frazę "Pachnicz, M." wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Shape optimization of road tunnel cross-section by simulated annealing
Autorzy:
Sobótka, M.
Pachnicz, M.
Powiązania:
https://bibliotekanauki.pl/articles/178948.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
simulated annealing
underground excavation
shape optimization
linear elasticity
energy of volumetric strain
Opis:
The paper concerns shape optimization of a tunnel excavation cross-section. The study incorporates optimization procedure of the simulated annealing (SA). The form of a cost function derives from the energetic optimality condition, formulated in the authors’ previous papers. The utilized algorithm takes advantage of the optimization procedure already published by the authors. Unlike other approaches presented in literature, the one introduced in this paper takes into consideration a practical requirement of preserving fixed clearance gauge. Itasca Flac software is utilized in numerical examples. The optimal excavation shapes are determined for five different in situ stress ratios. This factor significantly affects the optimal topology of excavation. The resulting shapes are elongated in the direction of a principal stress greater value. Moreover, the obtained optimal shapes have smooth contours circumscribing the gauge.
Źródło:
Studia Geotechnica et Mechanica; 2016, 38, 2; 47-52
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The effectiveness of earth structures rein-forcement on mining areas: numerical analysis
Autorzy:
Pachnicz, M.
Rajczakowska, M.
Stefaniuk, D.
Powiązania:
https://bibliotekanauki.pl/articles/89013.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Wydział Geoinżynierii, Górnictwa i Geologii. Instytut Górnictwa
Tematy:
mining deformations
embankment reinforcement
geosynthetics
Opis:
This paper presents a numerical analysis of a Multi-layer soil structure improved with the use of geosynthetics. Numerical calculations using the finite element method (FEM) in ZSoil program were performed to determine the effectiveness of the applied reinforcement. In the solution of the problem, different boundary conditions were modeled to analyze the influence of several technologies on the construction of a rail road embankment, subjected to the effect of mining works. In the analysis, the applied loads correspond to the II category of the mining area. Mainly, the different load conditions reflect the intensity of the subsidence of the ground surface due to mining. The effectiveness of the soil reinforcement was determined using the comparison of the numerical calculations of displacements and strains for different scenarios. The reinforcement conditions were always contrasted among them and against the rail road embankment without any improvement. The displacements were measured at the surface of the rail road embankment. The slope stability of the embankment was measured using the soil shear strength reduction method (SSR). The obtained results show, that applying the appropriate reinforcement to the soil, the load/bearing capacity and the stability of the earth structure located in a zone of mining influence can be improved considerably.
Źródło:
Mining Science; 2016, 23; 203-214
2300-9586
2353-5423
Pojawia się w:
Mining Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of bedding and backfill soil type on deformation of buried sewage pipeline
Autorzy:
Grosel, S.
Pachnicz, M.
Różański, A.
Sobótka, M.
Stefaniuk, D.
Powiązania:
https://bibliotekanauki.pl/articles/178571.pdf
Data publikacji:
2018
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
numerical analysis
buried PE pipe
Opis:
In the paper, the influence of different types of bedding and backfill soil surrounding underground sewage duct on its deformation was analysed. Impact of increased soil lateral pressure was examined by considering the construction of an embankment nearby the underground pipeline. Numerical computations of three different variants of bedding and backfill soil surrounding the pipe were carried out. Displacements and deformation of the pipe were calculated using the finite element method with adoption of elastic-perfectly plastic constitutive model of soil. Subsequent stages of the construction were taken into account. Shear strength reduction method was applied to evaluate the factor of safety of the entire system. Finally, the results and conclusions were depicted.
Źródło:
Studia Geotechnica et Mechanica; 2018, 40, 4; 313-320
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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