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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
11

[en] SEISMIC AND HYDROMECHANICAL ANALYSIS OF A ZONED EARTH DAM IN PERU / [pt] ANÁLISE SÍSMICA E HIDROMECÂNICA DE UMA BARRAGEM DE TERRA ZONADA NO PERU

PERLITA ROSMERY ESAINE BARRANTES 17 August 2018 (has links)
[pt] Prever o comportamento de estruturas de solo de grande porte, como barragens, durante a construção, em operação e inclusive sob o efeito de eventos sísmicos tem muita importância para evitar possíveis consequências catastróficas e indesejáveis. Neste sentido, este estudo apresenta, através de uma análise acoplada hidromecânica pelo método dos elementos finitos, os resultados numéricos discutidos em termos de tensões e suas trajetórias, deslocamentos verticais e horizontais, poropressões, incluindo a estabilidade de taludes. Além disso, é apresentada também a análise da resposta sísmica quando a estrutura é submetida a um carregamento dinâmico. Para tanto, analisou-se a barragem de terra zonada Recreta, situada na província de Huaraz - Peru, mediante o emprego do programa PLAXIS 2010. Foram descritas as metodologias de análise para simular passo a passo a construção incremental da barragem, o primeiro enchimento do reservatório por incrementos de níveis de água, o avanço da frente de saturação até atingir a condição de fluxo permanente e a avaliação da resposta dinâmica quando a barragem é submetida ao último maior movimento sísmico (história de acelerações) registrado em 1974 na capital do Peru, Lima, adjacente à cidade onde se localiza este projeto. Também se empregou o software Seismosignal versão 5.0, para o tratamento do sinal sísmico, e os programas Shake 2000 e Strata para a calibração dos parâmetros de amortecimento. Os resultados fornecidos por estas ferramentas numéricas foram avaliados em função do fundamento teórico, exposto na revisão bibliográfica, e de uma série de testes para o estabelecimento das metodologias e procedimentos mais adequados para a obtenção destes resultados. / [en] Predicting the behavior of soil structures, such as large-scale dams, during construction and operation, including the effect of earthquakes, is very important to prevent possible catastrophic and undesirable consequences. This study presents, through a coupled hydromechanical analysis by the finite element method, numerical results discussed in terms of stresses and trajectories, vertical and horizontal displacements, poropresssures and soil slope stability analyses. The investigation of the seismic response when the structure is subjected to a seismic load is also included, considering the dynamic behavior of the zoned earth dam Recreta, located in the province of Huaraz in Peru. The numerical analyses were carried out using the computational program PLAXIS 2010 to simulate the incremental construction of the dam, the first fill of the reservoir by increments of the water levels, the advance of the front of saturation until achieving the condition of steady flow condition and the seismic response when the dam is subject to the last major earthquake (accelerations history) registered in Peru s capital, Lima, in 1974, which is located near to the site of the Recreta dam. The Seismosignal software version 5.0 was also used for seismic signal processing and the programs SHAKE 2000 and STRATA were also employed for calibration of the damping parameters of the soils. All the results provided herein were discussed, based on the theoretical basics presented in the literature review as well as on the various numerical examples investigated with the main purpose to better understand the hydromechanical behavior of a zoned earth dam subject to static and dynamic loads.
12

Analýza monitorování zemní hráze vodního díla Karolinka / Analysis of the earth dam monitoring of the water structure Karolinka

Koudelková, Eva January 2019 (has links)
This diploma thesis deals with the analysis of the monitoring of the Karolinka water reservoir earth dam. For the reason of seepage detected on the downstream face of the dam, the water reservoir was operated in a limited regime practically from its beginning. One of the most significant interventions aimed at reducing them was the installation of a sealing wall realized in 2013. Since 2011, the earth dam has been pilot-monitored by probes of the electrical impedance spectrometry method. The thesis deals with the processing of the data obtained by this method and with the comparison of the determined electrical conductivity of the dam soil with the data measured on the earth dam (temperature, water level in the reservoir, seepage) before and after installation of the sealing wall.
13

Ověření technologie BioSealing metodou EIS / Verification technology BioSealing by EIS method

Fránková, Hana January 2017 (has links)
Diploma thesis is dealing with recognition of Biosealing technology using electrical impedance spektrometry method. BioSealing is an innovative method of soil body reconstruction, which uses stimulation of soil bacterial activity to seal the leakage. The method was developed in the Netherlands and it was used in conditions of the Czech Republic in years 2015 and 2016 on the Hornice water work. This earth dam was monitored by electrical impedance spectrometry by apparatus with device Z-meter IV in this period and the data are processed and assessed in this diploma thesis.
14

[pt] BARRAGEM DE TERZAGHI, UM MARCO DA GEOTECNIA: AVALIAÇÃO APÓS 65 ANOS DE OPERAÇÃO / [en] TERZAGHI DAM, GEOTECHNICAL LANDMARK: ASSESSMENT AFTER 65 YEARS OF OPERATION

08 March 2021 (has links)
[pt] O presente trabalho apresenta a Barragem de Terzaghi em um contexto da evolução tecnológica da construção de barragens de terra, colocando em foco sua construção e desempenho ao longo de 65 anos de operação bem como a verificação atual de suas condições físicas, analisando o impacto que a carga de sedimentos causa sobre a face montante da barragem, em termos de percolação, tensões e deformações. Tendo como base os métodos observacionais aplicados ao longo da operação da barragem e modelagem por elementos finitos, foram traçadas expectativas do fator de segurança para a seção principal da barragem ao longo do tempo. / [en] This work presents the Terzaghi Dam in a technological evolutionary context of the construction of earthfill dams, focusing on its own construction a performance after 65 years in operation as well as a scrutinized assessment of its physical conditions, implying the sediment load on its upstream slope, regarding seepage, stresses and strains. Taking into account observational methods applied throughout the operation of the dam and finite element simulations, the evolution of factor of safety over the dam lifetime and on was evaluated for the main section of the dam.
15

Zpětná analýza sypané přehradní hráze a predikce jejího chování při mimořádných zatěžovacích stavech / Back analysis of embankment dam and prediction of its behaviour during accidental design situations

Krajčovič, Ján January 2019 (has links)
Diplomová práce představuje vytvoření softwarového 2D MKP modelu přehrady Slezská Harta v České Republice za pomoci softwaru PLAXIS 2D. V úvodu práce je analýza vodní nádrže, vytvořené jako zásobárna vody a protipovodňové dílo. Analýza sleduje geomorfologii, geologii, konstrukci tělesa hráze, použité materiály a metody, a stávající monitorovací zařízení. Pro pochopení tvorby 2D MKP modelu jsou předloženy a definované metody použitých analýz - metoda konečných prvků, analýza prosakování, materiálové modely, citlivostná analýza. Následně byla definována tvorba struktury modelu - určení posloupnosti použitých analýz, definování vstupních dat a mezních podmínek a tvorba kalibračního segmentu. V závěrečné části práce je analýza dosažených výstupů rozsáhlého testování modelu, jejich korelace s reálnými naměřenými hodnotami a celkové shrnutí přínosu vytvořeného modelu pro jeho využití při předpovídání chování přehrady v extrémních případech.

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