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Dissertations / Theses on the topic 'Soils damage'

Author: Grafiati

Published: 30 May 2022

Last updated: 31 July 2025

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1

Hökfors, Elias. "Simulation Model for Forestry Ground and Vegetation Damage." Thesis, Umeå universitet, Institutionen för fysik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-185712.

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Training simulators are valuable tools in education of forest machine operators. One important part of the education is to learn about damages occurring due to the forest machines and how they can be avoided. Two types of damages are especially severe, soil compaction and formation of wheel ruts. Compaction reduces the amount of water and nutrients in the soil, and impedes root growth. Furthermore, water is gathered in wheel ruts, leading to transport of organic materia and heavy metals into water courses. These damages can be avoided through planning of the harvesting activities with respect

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2

Ouyang, Duosheng. "New fertilizer combinations for improved nitrogen and phosphorus use efficiency and reduced environmental damage in corn production." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape15/PQDD_0004/NQ30353.pdf.

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3

Osman, Norhaslinda Yasmin, and n/a. "The development of a predictive damage condition model of light structures on expansive soils using hybrid artificial intelligence techniques." Swinburne University of Technology, 2007. http://adt.lib.swin.edu.au./public/adt-VSWT20071002.131831.

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Expansive soils have damage light structures due to movement of soil which was a common problem all around the world. Soils exhibiting expansive properties were common throughout Australia. The damage to light structures founded on expansive soils in Victoria occurred mainly in properties built on quaternary basaltic clays and Tertiary to Ordovician clays. A review of existing literature in the area of expansive soils showed a lack of a thorough scientific diagnostic of the damage to light structures founded on expansive soils. Very few studies had been performed on damage to light structures

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4

Sachin, Kunagalli Natarajan. "An integrated approach to predict ettringite formation in sulfate soils and identifying sulfate damage along SH 130." Texas A&M University, 2004. http://hdl.handle.net/1969.1/1358.

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Expansive soils are treated with anhydrous or hydrated lime. The use of calcium-based stabilizers such as calcium oxide (lime) in sulfate-bearing clay soils has historically led to distress due to the formation of an expansive mineral called ettringite and possibly another such mineral, thaumasite. Predicting the precipitation of these minerals is a complex problem related not only to soil composition but also construction methods, availability of water, ion migration, and whether the expansive mineral growth can be accommodated by the void structure in the surrounding soil. In trying to cont

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5

Osman, Norhaslinda Yasmin. "The development of a predictive damage condition model of light structures on expansive soils using hybrid artificial intelligence techniques." Australasian Digital Thesis Program, 2007. http://adt.lib.swin.edu.au/public/adt-VSWT20070731.124824/index.html.

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Thesis (PhD) - Swinburne University of Technology, Faculty of Engineering and Industrial Sciences, 2007.<br>Submitted in fulfilment of requirements for the degree of Doctor of Philosophy, Faculty of Engineering and Industrial Sciences, Swinburne University of Technology, 2007. Typescript. Includes bibliographical references (p. 174-202).

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6

Day, Susan D. "Growth and Physiology of Several Urban Tree Species in Soils Disturbed by Construction Fill or Compaction." Diss., Virginia Tech, 1999. http://hdl.handle.net/10919/28639.

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Experiments were conducted to determine the effects of applying fill soil around existing trees and mechanisms for species tolerance to soil compaction, both common site disturbances in urban forestry. Groups of 22-year-old white oak (Quercus alba) and 13-year-old sweetgum (Liquidambar styraciflua) were subjected to one of three treatments: a control, fill (20 cm of subsoil spread over the root zones), and compacted fill (same as fill soil, but compacted). Additionally, individual trees had tree wells (fill soil pulled away from trunks), or not. After three years, treatments had no consistent

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7

Albuquerque, JosÃ Alfredo de. "Evaluation of environmental liabilities of degradeted soils by salts in Curu Pentecoste Perimeter irrigated, Ceara." Universidade Federal do CearÃ, 2015. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=14817.

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nÃo hÃ<br>A pesquisa tem como base fÃsica o PerÃmetro Irrigado Curu Pentecoste, jurisdicionado ao Departamento Nacional de Obras Contra as Secas, e como objetivo geral quantificar a extensÃo, o custo da reversÃo e a responsabilidade legal pelo passivo ambiental. A irrigaÃÃo pÃblica no semiÃrido brasileiro tem gerado como subproduto a degradaÃÃo dos solos por sais, formando um passivo ambiental, cuja responsabilidade legal da reversÃo Ã do poder pÃblico. Para quantificar a extensÃo e o custo da reversÃo do dano ambiental, inicialmente, aplicou-se um questionÃrio aos agricultores irrigantes para

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8

Sun, Jikai. "Simulation of Strong Ground Motions in Mashiki Town, Kumamoto, Based on the Seismic Response Analysis of Soils and the Dynamic Rupture Modeling of Sources." Doctoral thesis, Kyoto University, 2021. http://hdl.handle.net/2433/263649.

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9

Гавриш, Наталя Степанівна, Наталья Степановна Гавриш та Natalia S. Havrysh. "Правовий режим ґрунтів в Україні". Thesis, Одеса, 2018. http://hdl.handle.net/11300/10379.

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Гавриш Н. С. Правовий режим ґрунтів в Україні : дис... д-ра юрид. наук : 12.00.06 / Н. С. Гавриш ; НУ "ОЮА" . - Одеса, 2018. - 437 с.<br>Дисертація на здобуття наукового ступеня доктора юридичних наук за спеціальністю 12.00.06 – земельне право; аграрне право; екологічне право; природоресурсне право. – Національний університет «Одеська юридична академія», Одеса, 2018. Дисертацію присвячено комплексному та всебічному дослідженню правового режиму ґрунтів в Україні. Робота містить теоретичне узагальнення і нове вирішення наукової проблеми у сфері прав

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10

Upsall, Sarah Beth. "Instrumental intensity scales for geotechnical and structural damage /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/10191.

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11

Battiato, Andrea. "Soil-tyre interaction analysis for agricultural tractors: modelling of traction performance and soil damage." Doctoral thesis, Università degli studi di Padova, 2014. http://hdl.handle.net/11577/3425279.

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Tillage operations in farming often require high traction forces applied by tractor wheels. These interact with topsoil via a stress system along the contact surface, this interaction resulting in soil and tyre deformation. Topsoil is subject to normal and tangential stresses at the contact surface. The tangential stress rises sharply with increasing traction force and may cause topsoil among tyre lugs to fail, with the consequent formation of a strengthless layer strongly exposed to erosion and an underlying layer where shear deformations contribute to the alteration of soil structure functio

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12

Luettich, Scott M. "Subsidence approach to risk of damage in earthquake-induced liquefaction." Thesis, Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/20160.

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13

Inoue, Keisuke. "ESTIMATION OF DAMAGED ZONE IN SOIL USING RESISTIVITY MONITORING." Kyoto University, 2017. http://hdl.handle.net/2433/225322.

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14

Chern, Shuh-Gi. "Probabilistic analysis of pore pressure induced damage potential for structures subjected to earthquake motions." Diss., Georgia Institute of Technology, 1986. http://hdl.handle.net/1853/21224.

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15

PUTRA, RUSNARDI RAHMAT. "EARTHQUAKE DESIGN GROUND MOTION OF INDONESIA BASED ON SOIL INVESTIGATION AND STRUCTURAL DAMAGE." 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/157519.

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16

Darwish, O. H. "Investigation of structural damage and its amelioration in reworked British and Egyptian soil." Thesis, University of Newcastle Upon Tyne, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382601.

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17

Barker, Anthony David Purslove. "The damage potential of the root-lesion nematode Pratylenchus bolivianus in the UK." Thesis, University of Nottingham, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.312235.

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18

Ritter, Stefan. "Experiments in tunnel-soil-structure interaction." Thesis, University of Cambridge, 2018. https://www.repository.cam.ac.uk/handle/1810/273891.

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Urbanisation will require significant expansion of underground infrastructure, which results in unavoidable ground displacements that affect the built environment. Predicting the interaction between a tunnel, the soil and existing structures remains an engineering challenge due to the highly non-linear behaviour of both the soil and the building. This thesis investigates the interaction between a surface structure and tunnelling-induced ground displacements. Specifically, novel three-dimensionally printed building models with brittle material behaviour, similar to masonry, were developed and t

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19

Nordborg, Fredrik. "Effects of site preparation on soil properties and on growth, damage and nitrogen uptake in planted seedlings /." Alnarp : Swedish Univ. of Agricultural Sciences (Sveriges lantbruksuniv.), 2001. http://epsilon.slu.se/avh/2001/91-576-6079-4.pdf.

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20

Upadhyaya, Sneha. "Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential." Diss., Virginia Tech, 2019. http://hdl.handle.net/10919/95941.

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Soil liquefaction continues to be one of the leading causes of ground failure during earthquakes, resulting in significant damage to infrastructure around the world. The study presented herein aims to develop improved methodologies for predicting liquefaction triggering and the consequent damage potential such that the impacts of liquefaction on natural and built environment can be minimized. Towards this end, several research tasks are undertaken, with the primary focus being the development of a framework that consistently and sufficiently accounts for the mechanics of liquefaction triggerin

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21

Stokic, Marko. "Numerical modelling of tunnelling-induced damage on reinforced concrete buildings." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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The goal of this study is to gain insight into mechanisms of soil-structure interaction for buildings affected by tunnel excavation and to discuss reliable methods to evaluate the potential damage. Assessing the structural response to excavation-induced deformations involve a combination of both geotechnical and structural aspects, such as soil behaviour, building behavior, soil-structure interaction and modelling techniques. This study focuses on the behavior of reinforced concrete buildings founded on coarse-grained soils. In particular, reference was made to the case study of new Milan (It

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22

Miraei, Seyedmohsen. "Tunnelling-induced deformation and damage on framed structures with masonry infills." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/21514/.

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The expansion of cities often involves tunnel construction, which may result in detrimental effects on structures.This research describes a numerical approach aimed at investigating the interaction between tunnelling-induced ground deformations and framed buildings with masonry infills. This study includes experimental data obtained from geotechnical centrifuge tests and predictions of building response based on numerical analyses. The numerical model, analysed with the Finite Element method, includes the soil, the tunnel, and the framed structure with infills. It proved its capability in repr

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23

Barzagli, Lorenzo. "Inducing and assessing damage in stabilized soil samples towards the study of self-healing: an exploratory work." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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The work presented in this thesis aims to describe a preliminary work towards the study of soil self-healing: specifically, different types of damages are induced and then measured in soil-stabilized samples and test them using a recent technique called EMM-ARM (Elasticity Modulus Measurement through Ambient Response Method).

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24

Petersson, Magnus. "Regeneration methods to reduce pine weevil damage to conifer seedlings /." Alnarp : Southern Swedish Forest Research Centre, Swedish Univ. of Agricultural Sciences, 2004. http://epsilon.slu.se/s330.pdf.

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25

Rauch, Alan F. "EPOLLS: An Empirical Method for Prediciting Surface Displacements Due to Liquefaction-Induced Lateral Spreading in Earthquakes." Diss., Virginia Tech, 1997. http://hdl.handle.net/10919/30346.

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In historical, large-magnitude earthquakes, lateral spreading has been a very damaging type of ground failure. When a subsurface soil deposit liquefies, intact blocks of surficial soil can move downslope, or toward a vertical free face, even when the ground surface is nearly level. A lateral spread is defined as the mostly horizontal movement of gently sloping ground (less than 5% surface slope) due to elevated pore pressures or liquefaction in undelying, saturated soils. Here, lateral spreading is defined specifically to exclude liquefaction failures of steeper embankments and retaining walls

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26

Ruzicka, Stepan. "Soil biological properties in damaged Picea abies (L.) Karst, ecosystems in Bohemia, Czech Republic." Thesis, University of East London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.359993.

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27

Iscan, Abdullah Gurkan G. "Experimental And Numerical Investigation Of Formation Damage Caused By Drilling Fluids." Phd thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607592/index.pdf.

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In this thesis, permeability impairment caused by drilling fluids and subsequent cleaning and permeability enhancement by back-flow were investigated by means of experimental and simulation studies. Permeability damage caused by three different drilling fluids was measured experimentally by core tests as a function of the filtration pressure and analyzed using a simulator describing the fines migration and retention in porous media. The pore throat plugging criteria for the three drilling fluids were determined. The particle concentration and the fraction of depositing particles were obtained

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28

Li, Ximing. "Damage Evolution of Pipeline API X52 Steel with Different Coating Conditions under Cathodic Protection in Soil and NS4 Solutions." University of Akron / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=akron1406291563.

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29

Palmer, George H. "Helping those damaged by priests in counseling : a case study in the Anglican Church." Diss., University of Pretoria, 2012. http://hdl.handle.net/2263/29876.

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This research deals with the pain and rejection a woman suffered after having gone to her priest for counseling. She only wanted him to stop the abuse form her husband and to re-build her marriage through proper counseling. The priest promised to visit her but failed to do so. Instead, one Sunday during the Eucharistic service, she heard him preached about her situation. In his sermon, she was judged and condemned. This traumatized the woman immensely and as a result, she walked out of the church and has never returned. This research will propose a model for healing to all Caregivers in journe

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30

Badraghi, Naghimeh. "Productivity, Cost and Environmental Damage of Four Logging Methods in Forestry of Northern Iran." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-145790.

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Increasing productivity, reducing cost, reducing soil damage, reducing the impact of harvesting on standing tree and regeneration are all very important objectives in ground skidding system in the management of the Hyrcanian forest. The research carried out to obtain these objectives included four logging methods, tree length method (TLM), long length method (LLM), short length method (SLM), and wood extraction by mule (mule) in northern Iran. In order to determine the cost per unit, time study techniques were used for each harvesting method, time study data are shifted to logarithmic data bas

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31

Thiam, Alioune. "L'offre de soins et la responsabilité médicale : l'exemple du Sénégal." Thesis, Montpellier 1, 2010. http://www.theses.fr/2010MON10043/document.

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Le problème de la responsabilité médicale se pose avec acuité dans le monde. S'agissant de nos Etats comme le Sénégal nous observons une timide évolution de la responsabilité. Cette dernière est induite par le type d'offre de soins. Cette interdépendance s'exprime au niveau de la nature de la responsabilité et de son régime juridique. Dans le cadre d'une offre publique de soins, la responsabilité est administrative et relève de la compétence du juge administratif. Dans le cadre de l'offre privée de soins, la responsabilité est civile et est de la compétence du juge judiciaire. A travers cette

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32

Öberg, Daniel. "En jämförande studie mellan stickvägsgående och beståndsgående skördare och skotare." Thesis, Linnéuniversitetet, Institutionen för skog och träteknik (SOT), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-54100.

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Thinning is performed today with essentially two thinning methods, with strip-roads or stand-thinning machines. The result after thinning affects the stands future development. In this study, the two thinning methods was compared with regard to distribution of basal area, resulting damage, the distribution of stems, actual thinning intensity and the impact that these differences may provide in the future. The survey was conducted in Sundsvall, Sweden in two different stands where basal area- surfaces, number of stems, damage and thinning strength was measured. The result shows that stand-thinn

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33

Norin, Björn. "Orsaker till allvarliga körskador vid överfarter i samband med slutavverkning." Thesis, Linnéuniversitetet, Institutionen för skog och träteknik (SOT), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105130.

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I samband med slutavverkning uppstår ibland körskador på skogsmarken. Stora Enso Skog har sedan flera år tillbaka problem med allvarliga körskador kopplat till överfarter vid slutavverkning. I den här studien identifierades och analyserades orsakerna till varför de allvarliga körskadorna uppkom vid överfarterna. Studien är en analys av trakter med betygsatta överfarter i Stora Ensos Skogs Grönt bokslut för 2019 och 2020 samt Egenkontroll och Traktdirektiv för trakterna som kompletterades med en fältinventering. Detta möjliggjorde att se samband och utfall mellan planering och avverkningslagens

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34

Greičiūtė, Kristina. "Karinių poligonų dirvožemio pažeidimų ir taršos tyrimai bei elektrokinetinio metodo taikymo galimybės." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2007. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2006~D_20070305_133717-36511.

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Military grounds are territories with specific purpose. Various kinds of military installations, ammunitions and explosives are used in such areas. Because of these reasons, soil in military grounds is very often polluted with heavy metals and oil products; because of continuous damages, made to the top soil, vegetation is very scarce, in some spots missing – sandy wastelands are formed. Explosions, performed in military grounds, can be characterized by both thermal and chemical effect (soil pollution with such compounds, like lead, zinc, copper etc). Not only soils in military grounds and sur

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Shiene, Shimeles Damene [Verfasser]. "Effectiveness of soil and water conservation measures for land restoration in the Wello area, northern Ethiopian highland / Shimeles Damene Shiene." Bonn : Universitäts- und Landesbibliothek Bonn, 2012. http://d-nb.info/1043056122/34.

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Nejad, Pajand. "Pathogenic and ice-nucleation active (INA) bacteria causing dieback of willows in short rotation forestry /." Uppsala : Dept. of Forest Mycology and Pathology, Swedish University of Agricultural Sciences, 2005. http://epsilon.slu.se/200524.pdf.

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Martinhoni, Angela Carboni. "A responsabilidade civil ambiental: um estudo a partir do problema da contaminação do solo." Pontifícia Universidade Católica de São Paulo, 2010. https://tede2.pucsp.br/handle/handle/5340.

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Made available in DSpace on 2016-04-26T20:19:24Z (GMT). No. of bitstreams: 1 Angela Carboni Martinhoni.pdf: 946329 bytes, checksum: cc1db188c4e80d3bda8b14b85e6e8ccf (MD5) Previous issue date: 2010-05-21<br>This paper aims to highlight the problem of soil contamination, since it is of concern that has gained momentum in the global environmental scene in recent times. On this track, several countries have invested in developing new techniques for decontamination, and in their legislation to enhance the legal instruments to combat soil contamination. The study of civil liability for environment

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Reis, Gustavo Naves dos. "Perdas na colheita mecanizada de cana-de-açúcar crua em função do desgaste das facas do corte de base /." Jaboticabal : [s.n.], 2009. http://hdl.handle.net/11449/100846.

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Resumo: A colheita mecanizada da cana-de-açúcar tem relevância em todo o processo produtivo da cultura, inclusive na qualidade do produto final entregue para o processamento na usina. O presente trabalho teve por objetivo avaliar a qualidade do processo de colheita mecanizada de cana-de-açúcar crua, utilizando o controle estatístico do processo (CEP), e a capacidade do processo gerar resultados dentro dos limites especificados, por meio da análise de capabilidade, quantificando as perdas e os danos causados às soqueiras pelo mecanismo de corte basal. O experimento foi conduzido em área de ARGI

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Bjureland, William. "Uttorkning av lera : Orsaker och följder." Thesis, Mälardalens högskola, Akademin för hållbar samhälls- och teknikutveckling, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-10336.

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Mazáčová, Lenka. "Studie společných zařízení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225364.

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The aim of my master’s thesis is proposal for the common systems in the western part of the cadastral area municipality. Suggestion anti-erosion measures, road networks, landscape elements and territorial system of ecological stability.

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Mekki, Mohammed. "Approche probabiliste dans la détermination des courbes de vulnérabilité des structures en génie civil." Thesis, Bordeaux, 2015. http://www.theses.fr/2015BORD0061/document.

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Dans le contexte du calcul sismique basé sur la notion de performance, lesingénieurs se trouvent confrontés à une tâche difficile pour estimer la performance etévaluer les risques des systèmes sol-structure en interaction. Afin d’accomplir cette tâcheavec succès, toutes les sources d'incertitudes aléatoires et épistémiques doivent être prisesen compte au cours du processus de conception. Ainsi, des méthodes appropriées sontnécessaires pour l'étude de la propagation de l'incertitude des paramètres du systèmedécrivant la structure, le sol, et les charges appliquées aux réponses structurelles end

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GUEYE, NDIOGOU. "Role des termites dans des plantations forestieres du cap-vert (mbao, senegal)." Paris 6, 1987. http://www.theses.fr/1987PA066413.

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Etude du role des termites dans 3 sites: une foret secondaire et 2 plantations. Les populations de termites sont plus importantes en foret. Le defrichement provoque une chute des effectifs qui se reconstituent ensuite rapidement. En saison seche, les termites s'enfoncent dans le sol. La recolte de bois mort par les termites varie selon la saison. Les termites sont inoffensifs pour les arbres eb bon etat. Par contre, l'action des termites constitue un reel danger pour les jeunes arbres, surtout chez les sujets fletris. Il existe une correlation positive entre le degre de fletrissement et le tau

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Arson, Chloé. "Étude théorique et numérique de l'endommagement thermo-hydro-mécanique des milieux poreux non saturés." Phd thesis, Ecole des Ponts ParisTech, 2009. http://pastel.archives-ouvertes.fr/pastel-00005608.

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Les déchets radioactifs sont stockés dans des milieux poreux multi-phasiques. Un nouveau modèle d'endommagement, formulé en variable indépendantes (contrainte nette, succion et contrainte thermique) est proposé pour ces géomatériaux. La variable d'endommagement est un tenseur d'ordre deux, dont les valeurs principales croissent avec la tension. Les relations contrainte/déformation sont dérivées de l'énergie libre, dont l'expression est postulée. Les rigidités dégradées sont calculées en appliquant le principe de l'Energie Elastique Equivalente pour chaque variable d'état. La fissuration est pr

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Yiu, Wing Nam. "Finite element analysis of short-term and long-term building response to tunnelling." Thesis, University of Oxford, 2018. http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6.

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Tunnelling in urban areas causes short-term and long-term ground movements under existing buildings. Finite element analysis provides a useful option for assessing the likely extent of damage induced in these buildings. Although finite element analysis is suggested to be used in the later phases of the building damage assessment procedures employed in practice, only the effect of short-term ground movements is typically considered and there are no detailed guidelines on the specification and complexity of the modelling. This thesis addresses the tunnel-soil-building interaction problem and the

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Buřinská, Markéta. "Soukromoprávní nástroje při řešení škod způsobených lokálními povodněmi." Master's thesis, Vysoká škola ekonomická v Praze, 2010. http://www.nusl.cz/ntk/nusl-76319.

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This thesis deals with compensation of environmental damages. It focuses on the possibility of this instrument to reduce damages caused by local storm flood in contemporary law system. The paper describes legislation of soil protection, flood and compensation of damages and access to solution of compensation of environmental damages in common law, in the world and in the Czech Republic. At the conclusion of the thesis is introduced an example of suit about compensation of damages caused by local storm flood and the conclusions of interview and correspondence with lawyers.

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Reis, Gustavo Naves dos [UNESP]. "Perdas na colheita mecanizada de cana-de-açúcar crua em função do desgaste das facas do corte de base." Universidade Estadual Paulista (UNESP), 2009. http://hdl.handle.net/11449/100846.

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Made available in DSpace on 2014-06-11T19:31:02Z (GMT). No. of bitstreams: 0 Previous issue date: 2009-03-20Bitstream added on 2014-06-13T19:19:56Z : No. of bitstreams: 1 reis_gn_dr_jabo.pdf: 1600656 bytes, checksum: 5d8e2f8ad0d23ebd51fa7b2f7e033fb8 (MD5)<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)<br>A colheita mecanizada da cana-de-açúcar tem relevância em todo o processo produtivo da cultura, inclusive na qualidade do produto final entregue para o processamento na usina. O presente trabalho teve por objetivo avaliar a qualidade do processo de colheita mecanizada

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Sampietro, Bergua Mª Lourdes. "Genetic Analysis of the prehistoic peopling of Western Europe: Ancient DNA the role of contamination." Doctoral thesis, Universitat Pompeu Fabra, 2007. http://hdl.handle.net/10803/79128.

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In this thesis we have addressed three different although related topics. First, we studied the post-mortem mutation damage rate of contaminated DNA sequences in ancient human remains focusing on the development of strategies to avoid pre-laboratory derived contaminations. We proposed a guideline to control them consisting in typing every single person involved on the manipulation of the remains, especially when they have not been excavated and washed under controlled conditions. Second, we successfully develop a non-invasive technique to sequence ancient remains but preserving it from the des

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Frigerio, Giulio Peterlevitz. "Retroanálise de uma escavação de vala escorada a céu aberto de uma linha do metrô de São Paulo." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-31072006-102842/.

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Esta dissertação apresenta em primeira etapa o trabalho desenvolvido para averiguar a adequação dos modelos reológicos de Mohr-Coulomb e de Endurecimento de solo, para representar as deformações e distorções que ocorrem no sistema soloestrutura, quando do processo de escavação de valas escoradas. Além disto, em uma segunda etapa fazem-se estimativas de previsão de danos causados em edificações, em decorrência das escavações de uma vala escorada da linha 1 do Metropolitano de São Paulo (Metrô S.P.). A primeira e a segunda etapa foram feitas através de 810 simulações numéricas, em elementos fini

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Saez, Robert Esteban. "Interaction dynamique non-linéaire sol-structure." Phd thesis, Ecole Centrale Paris, 2009. http://tel.archives-ouvertes.fr/tel-00453297.

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L'interaction dynamique entre le sol et les structures (IDSS) a fait l'objet de nombreuses études sous l'hypothèse de l'élasticité linéaire, bien que les effets de l'IDSS puissent être différents entre un système élastique et un système inélastique. De fait, les méthodologies usuelles développées à partir des études élastiques peuvent ne pas être adaptées aux bâtiments conçus pour dissiper de l'énergie par de l'endommagement lors de séismes sévères. De plus, il est bien connu que la limite d'élasticité du sol est normalement atteinte même pour de séismes relativement faibles. En conséquence, s

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Laseraz, Julie. "La spécificité de la victime en droit de la santé : la recherche d'un statut juridique." Thesis, Aix-Marseille, 2017. http://www.theses.fr/2017AIXM0285.

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Les évolutions sociétales témoignent d’une prise en compte grandissante du concept de victime par le droit, et spécifiquement par le droit de la santé. Le droit de la santé est une branche du droit particulièrement riche et complexe dont l’expansion résulte à la fois d’une judiciarisation des professions de santé et d’une succession de scandales sanitaires. La transversalité du droit de la santé et l’appréhension évidente de la victime conduisent à souligner l’existence d’une relation particulière entre ces deux concepts. Néanmoins, il convient de se demander si le caractère épars des règles d

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