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1	Pracovní rehabilitace - Individuální plán pracovní rehabilitace / The work rehabilitation - The work rehabilitation individual plan BIENERTOVÁ, Jitka January 2009 (has links) Nowadays, namely at the beginning of the third millennium, every individual is entitled to free choice of occupation and acquisition of the means to satisfy his/her necessaries of life. Even the handicapped people have the same rights as the other citizens and they therefore have not only the right to a special (adapted, modified) conditions of work, but also to assistance in the preparation for employment. Work rehabilitation serves to this purpose. In particular the individual plan of work rehabilitation is designed for the clients {--} handicapped persons. The objective of my work was to describe the specific steps and procedures leading to integration of physically disadvantaged persons within the open labour market, in particular to describe the existing methods enabling the evaluation of the current health potential of the handicapped client as a precondition of integration on the labour market. The determination of qualitative research was the key point of the work. I focused in my work on the research in the region of Chomutov and Žatec, carried out from September 2008 till December 2008 in Chomutov. The persons involved in the project are long-term unemployed job applicants with a certain size of disability.
2	Comparison of fatigue analysis approaches for predicting fatigue lives of hot-mix asphalt concrete (HMAC) mixtures Walubita, Lubinda F. 16 August 2006 (has links) Hot-mix asphalt concrete (HMAC) mixture fatigue characterization constitutes a fundamental component of HMAC pavement structural design and analysis to ensure adequate field fatigue performance. HMAC is a heterogeneous complex composite material of air, binder, and aggregate that behaves in a non-linear elasto-viscoplastic manner, exhibits anisotropic behavior, ages with time, and heals during traffic loading rest periods and changing environmental conditions. Comprehensive HMAC mixture fatigue analysis approaches that take into account this complex nature of HMAC are thus needed to ensure adequate field fatigue performance. In this study, four fatigue analysis approaches; the mechanistic empirical (ME), the calibrated mechanistic with (CMSE) and without (CM) surface energy measurements, and the proposed NCHRP 1-37A 2002 Pavement Design Guide (MEPDG) were comparatively evaluated and utilized to characterize the fatigue resistance of two Texas HMAC mixtures in the laboratory, including investigating the effects of binder oxidative aging. Although the results were comparable, the CMSE/CM approaches exhibited greater flexibility and potential to discretely account for most of the fundamental material properties (including fracture, aging, healing, visco-elasticity, and anisotropy) that affect HMAC pavement fatigue performance. Compared to the other approaches, which are mechanistic-empirically based, the CMSE/CM approaches are based on the fundamental concepts of continuum micromechanics and energy theory. CMSE CM ME MEPDG Fatigue Cracking Asphalt mixtures Fracture Aging Anisotropy Visco-elastic Pseudo strain energy Surface energy Continum Micro-mechanics Healing Non-linear Work potential theory Fracture mechanics Calibrated mechanistic
3	Comparison of fatigue analysis approaches for predicting fatigue lives of hot-mix asphalt concrete (HMAC) mixtures Walubita, Lubinda F. 16 August 2006 (has links) Hot-mix asphalt concrete (HMAC) mixture fatigue characterization constitutes a fundamental component of HMAC pavement structural design and analysis to ensure adequate field fatigue performance. HMAC is a heterogeneous complex composite material of air, binder, and aggregate that behaves in a non-linear elasto-viscoplastic manner, exhibits anisotropic behavior, ages with time, and heals during traffic loading rest periods and changing environmental conditions. Comprehensive HMAC mixture fatigue analysis approaches that take into account this complex nature of HMAC are thus needed to ensure adequate field fatigue performance. In this study, four fatigue analysis approaches; the mechanistic empirical (ME), the calibrated mechanistic with (CMSE) and without (CM) surface energy measurements, and the proposed NCHRP 1-37A 2002 Pavement Design Guide (MEPDG) were comparatively evaluated and utilized to characterize the fatigue resistance of two Texas HMAC mixtures in the laboratory, including investigating the effects of binder oxidative aging. Although the results were comparable, the CMSE/CM approaches exhibited greater flexibility and potential to discretely account for most of the fundamental material properties (including fracture, aging, healing, visco-elasticity, and anisotropy) that affect HMAC pavement fatigue performance. Compared to the other approaches, which are mechanistic-empirically based, the CMSE/CM approaches are based on the fundamental concepts of continuum micromechanics and energy theory. CMSE CM ME MEPDG Fatigue Cracking Asphalt mixtures Fracture Aging Anisotropy Visco-elastic Pseudo strain energy Surface energy Continum Micro-mechanics Healing Non-linear Work potential theory Fracture mechanics Calibrated mechanistic

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