The topic of this diploma thesis was to design a winery house in the open landscape in a traditional wine landscape of Mikulov. The designed building serves as a four stars hotel with apartment rooms, restaurant, wellness, wine shop and a small wine farm with a storage of wine. There are unique views to the Mikulov city, Turold hill and surounding vineyards. The longitudinal axe is oriented on northeast–southwest. Majority of rooms, terraces and both atriums are directed on prospective axes. The object has one basement and three groundfloors. It is (situated) into the sloping terrain and constrasts with the wavy landscape of Mikulov for its racional and linear conception. It is inspired by terracced formations in near suroundings and uses it for its mass as well. It creates a new landscape dominant that remainds the geological formation of limestone situated in the surroundings of the Mikulov city. The regular rhytm of windows on facade refers to the Mikulov´s renaissance. The regular placement of window openings, and their rhythm are inspirated by Mikulov renaissance. Smaller holes, glass surfaces, light color of facade, green roof and shielding elements prevent from overheating the object during the summer. The water element in the courtyard offers pleasant refreshment for the visitors.

The modern, contemporarily used cement composite types make use of various additives. This diploma thesis is focused on designs of mortars that have been enriched with micro and nano additives, which lead to higher mechanical strength through optimized grading of mortar mixes. This thesis also evaluates the influence of material properties on resulting properties of mortars in fresh and hardened state.

Civil engineering development is connected with the application of new construction methods and the development of new building materials. Concrete, as one of the basic building materials, is part of this development. A major turning point in the development of concrete and its properties occurred with the use of new, more efficient plasticizing additives. This allowed to produce concrete with lower water cement ratio, while increasing the strength of concrete. Gradually, the compressive strength of concrete boundary has moved by several levels, when there are currently commonly used concrete with strength of about 100 N/mm2 and with the special methods of concrete production strength range from 250 to 300 N/mm2. A negative aspect of the development of (ultra) high-strength concrete is their energy and economic demands. A characteristic feature of high-strength concrete is a high content of cement and very fine admixtures, especially silica fume. One way to improve the economics of these types of concrete is the application of cheaper admixture based on industrial waste. The content of this work is the observation and description of the properties of high-strength concrete and reactive powder concrete, in which the admixtures were based on industrial waste were applied. Part of this work is the comparison of economic parameters for individual types of concrete.

Vid betongframställning förekommer det spridningar i delmaterialens egenskaper som påverkar den färskaoch hårdnande betongen. Spridningarna i betongens delmaterial har studerats hos tre av Skanskas betongfabriker(Göteborg, Luleå och Norrköping), genom provuttag som analyserats hos Cementa Research.Provuttag har gjorts en gång per månad under ett års tid från fabrikerna. Delmaterialen som har analyseratsär ballast, cement, flytmedel och kalkfiller (endast hos Göteborg och Norrköping). Siktning av ballast0-8 mm har utförts med den traditionella siktningen. För kornstorlekar mindre än 0,25 mm, cement samtkalkfiller har lasersiktning använts.För att få en överskådlig bild över spridningarna hos delmaterialen har en analys utförts som illusteraravvikelserna med exakta siffror. Analysen har visat att den traditionella siktingen har mindre spridningjämfört med lasersiktning. Dessutom visar analysen att sättmåttet har större spridning jämfört med hållfastheten.För ballast 0-8 mm har minst spridning visats hos Luleå och störst hos Norrköping, däremot så har Luleåvisat störst spridning i ballast < 0,25 mm, cement, kalkfiller flytmedel och hållfasthet samtidigt som Göteborgvisat minst spridning i dessa och istället störst spridning i sättmått.För att få en överskådlig bild över vilka egenskapsförändringar som förväntas i betongen om respektivedelmaterial förändrats åt något håll har deskriptiv analys tillämpats parallellt med teoretisk analys. Dendeskriptiva analysen har avgränsats genom att undersöka hur förändringar i delmaterialen ballast, cement,kalkfiller och flytmedel påverkar sättmåttet och hållfastheten.Resultaten från den deskriptiva analysen har visat att en utökad mängd grövre ballast 0-8 mm ger upphovtill större sättmått och en utökad mängd finare ballast 0-8 mm ger högre hållfasthet för majoriteten avproverna. För ballast 0-8 mm < 0,25 mm har analysen visat att finare ballast < 0,25 mm ger upphov tillstörre sättmått. Hos Göteborg visar dessutom majoriteten av proverna högre hållfasthet för finare ballast< 0,25 mm.Prover från Göteborg har visat att grövre kalkfiller ger högre hållfasthet. Hos Norrköping visar dessutommajoriteten av proverna större sättmått för finare kalkfiller och högre hållfasthet för grövre kalkfiller.För cementet har analysen visat att majoriteten av proverna hos Luleå har gett upphov till större sättmåttför finare cement och högre hållfasthet för grövre cement. Hos Norrköping har analysen visat sammagällande hållfasthet, däremot tvärtom för sättmåttet, d.v.s. grövre cement har gett upphov till större sättmått.För flytmedel har majoriteten av proverna hos Luleå visat att högre torrhalt gett upphov till större sättmåttoch lägre torrhalt resulterat till högre hållfasthet. / During concrete production, property variations of the constituents occur that affect the fresh and hardenedconcrete. The variation in the constituents has been studied at three of Skanska’s concrete plants(Gothenburg, Luleå and Norrköping) through the samples analyzed at Cementa Research. Sampling atthese factories took place once per month over a one year period. The constituents that have been analyzedare aggregates, cement, superplasticizers and limestone filler (only in Gothenburg and Norrköping).Sieving of aggregates 0-8 mm has been conducted with traditional sieving. For grain sizes smaller than0.25 mm, cement and limestone filler laser sieving has been used.To get a clear picture of the variations in the constituents an analysis was performed that illustrated theexact figures of the discrepancies. Analyses show that the traditional sieving has less variation compared tolaser sighting. Moreover, the analysis shows that the slump has larger variations than the compressivestrength.Luleå showed the least variation for aggregates 0-8 mm while the largest variation was apparent at Norrkoping.However, Luleå has shown the largest variation in aggregates < 0.25 mm, cement, limestone filler,superplasticizers and compressive strength. Gothenburg on the other hand showed least variationamongst these while showing the largest variation in the slump.To better understand the property changes that are expected in the concrete of the respective the constituentsin either direction, both descriptive and theoretical analysis are applied simultaneously. The descriptiveanalysis has been limited to explore how changes in aggregates, cement, limestone fillers andsuperplasticizers affect the slump and compressive strength.The results of the descriptive analysis has shown that an increased amount of coarse aggregates 0-8 mmgives rise to larger slump and an increased amount of finer aggregates 0-8 mm gives greater compressivestrength to the majority of the samples. For aggregates 0-8 mm < 0.25 mm analysis has shown that fineraggregates < 0.25 mm give rise to greater slump. Analysis in Gothenburg also shows that the majority ofthe samples have higher compressive strength for the finer aggregates < 0.25 mm.Samples from Gothenburg have shown that coarser limestone filler provides higher compressive strength.Majority of the samples at Norrköping show greater slump for fine limestone filler and higher compressivestrength for coarse limestone filler.Analyses of cement have shown that the majority of the samples in Luleå have given rise to greater slumpfor finer cements and higher compressive strength for coarser cement. In Norrköping, the analysisdemonstrated the same compressive strength, however, to the contrary coarse cement has given rise togreater slump.Analysis of superplasticizers in Luleå show that the majority of the samples at higher dry content resultedin greater slump and at lower dry content resulted in higher compressive strength.

Ce travail a pour objectif de tester des solutions viables et durables pour la phytoremédiation de sols contaminés en éléments traces. Il inclut à la fois des données sur l'évaluation initiale et résiduelle des risques (biomonitoring) et sur des solutions de phytomanagement à long terme utilisant des plantes et microorganismes associés, en particulier la phytoextraction aidée couplant l’épuisement du pool labile de contaminants du sol, la production de matière première végétale et la restauration de services écosystémiques. La phytotoxicité du Cu, le rôle améliorant des amendements organiques et minéraux et la tolérance des plantes ont été examinés utilisant des essais biologiques ainsi qu’une technique de dilution du sol. L'utilité d’une lignée de mutant de tournesol (Helianthus annuus) et d’une lignée parental de tabac (Nicotiana tabacum) pour le biomonitoring de sols contaminés en Cu a été investiguée. Les paramètres biochimiques qui sont en relation avec le statut antioxidant des plantes et leurs réponses moléculaires à l’excès de Cu ont en général montré une plus grande sensibilité que les traits morphologiques. Le tabac est plus tolérant au Cu que le tournesol. Des bactéries endophytes issues de différentes sources, notamment des graines d’une population métallicole d’une graminée (Agrostis capillaris) peuvent stimuler la croissance du tournesol et du tabac aux expositions en Cu modérément en excès. Pour ces plantes annuelles, accumulatrices secondaires du Cu et à phénotype d’exclusion, l'augmentation de la capacité de phytoextraction de Cu par les parties aériennes s’effectue principalement par l’accroissement de la biomasse aérienne, plutôt que par celui de sa concentration en Cu. Par conséquent, une attention a été prêtée aux pratiques agricoles dans les essais en parcelles sur site. Plusieurs options d’amélioration ont été examinées in situ: l'application d’amendements du sol, l'utilisation de lignées de mutants et de variants somaclonaux, la rotation de cultures et des cultivars, la bioaugmentation, la fertilisation, l’irrigation, etc. Deux lignées de mutants et des cultivars commerciaux de tournesol ainsi qu’une lignée parentale de tabac ont montré un fort potentiel pour la phytoextraction du Cu, accompagné d’une production significative de graines et/ou autre biomasse valorisable. Les solutions de restauration écologique basées sur la phytoextraction, utilisant des plantes annuelles accumulatrices secondaires de Cu permettraient (1) la décontamination progressive des sols contaminés en Cu au cours des rotations culturales, (2) un retour financier lié à la valorisation de la biomasse végétale, et (3) la restauration de services écosystémiques. / This work aimed at assessing sustainable phytoremediation options for trace element-contaminated soils. It includes both the assessment of initial and residual risks (biomonitoring) and long-term sustainable decontamination options using plants and associated microbes, especially aided phytoextraction with the secondary purposes of producing plant-based feedstock and restoring ecosystem services. Copper phytotoxicity, the improving role of soil conditioners, and plant tolerance were tested using a bioassay as well as a fading technique. The usefulness of a mutant line of sunflower (Helianthus annuus) and a motherline of tobacco (Nicotiana tabacum) for the biomonitoring of Cu-contaminated soils was investigated. Biochemical parameters in relation to antioxidant status of plants and molecular responses to Cu excess generally showed a greater sensitivity than morphologic ones. Tobacco has a higher Cu tolerance than sunflower. Endophytic bacteria from various sources, notably from the seeds of metallicolous populations of grasses (Agrostis capillaris) can promote the growth of sunflower and tobacco exposed to Cu excess. For annual Cu-secondary accumulator plants with an excluder phenotype, increase in shoot Cu removal occurred primarily through increase in shoot biomass, rather than in shoot Cu concentration. Therefore, attention in field trials was paid to agricultural practices. Various improving options were tested in situ: application of soil amendments, the use of mutant lines and somaclonal variation, cultivars and crop rotation, bioaugmentation, fertilization, irrigation, etc. Two mutant lines and some commercial cultivars of sunflower as well as the motherline of tobacco showed a high potential for Cu phytoextraction as well as for plant-based feedstock. Ecological restoration options for Cu-contaminated soils based on phytoextraction using annual Cu-secondary accumulator plants with a high shoot biomass would (1) result in the progressive decontamination of Cu-contaminated soils during crop rotations, (2) provide a financial return through biomass valorization, and (3) promote ecosystem services.

The direct variable costs for heat and electricity production based on solid biomass fuel combustion is approximately 3-5 times lower than the costs in a fossil fuel-oil based boiler in Sweden. In addition waste derived biomass fuels are typically much cheaper than biomass not classified as waste. The introduction of the waste derived fuels; wastewater treatment sludge, demolition wood, and animal waste in a 50MWth circulating fluidized bed (CFB) biomass boiler located in Perstorp, Sweden, led to rapid deposit buildup in superheaters, heavy ash accumulation in economizers and failing boiler tubes and vortex finders that forced frequent boiler shutdowns. This in turn increased the use of expensive oil (fossil fuel) in backup boilers and the CO2 footprint of the on-site energy conversion system. This work aims to increase the general mechanistic understanding of combustion systems using complex fuels, and includes: A mapping of the boiler failure and preventive maintenance statistics; elemental composition analysis of ash, deposits and fuel fractions; flue-gas composition measurements; chemical speciation analysis; an attempt to describe the overall ash transformation reactions and mass balance throughout the combustion process. Scanning electron microscope (SEM) equipped with energy dispersive X-ray spectroscopy (EDS) was used to analyze the elemental composition of ash and deposits. The SEM-EDS results were used together with data from X-ray powder diffraction (XRD) analysis, thermodynamic phase data, and equilibrium calculations in an attempt to quantify the crystalline phases and the overall ash transformation of the process. Based on the findings concerning ash transformation and the failure statistics, it has been possible to identify generic key parameters regarding boiler design and process parameters, enabling major improvements of the CFB boiler availability, a lower overall energy conversion cost and a reduced CO2 footprint. / Den direkta rörliga kostnaden för värme-och elproduktion baserad på fast biobränsle är ungefär 3-5 gånger lägre än kostnaden för fossiloljebaserad produktion. Avfallsklassade fasta biobränslen är vidare oftast betydligt billigare än fasta biobränslen som inte är klassade som avfall. Införandet av de avfallsklassade bränslena; reningsslam, rivningsvirke, och animaliskt avfall i en 50MWth cirkulerande fluidiserad bädd (CFB) -panna, ledde till kraftig beläggningstillväxt i överhettare och ackumulering av aska i ekonomisers, samt haveri av panntuber och centrumrör i cyklonerna, som tvingade fram frekventa pannstopp. Detta ökade i sin tur användningen aveldningsolja (fossilt bränsle) i reservkrafts-pannor vilket resulterade i ett större CO2 utsläpp och en högre kostnad för energiomvandlingen på siten. Detta arbete syftar till att öka den allmänna mekanistiska förståelsen av förbränningssystem som använder komplexa bränslen, och omfattar; haveri- och underhållsstatistik, elementarsammansättningsanalys av aska, beläggningar och bränslefraktioner, rökgasens sammansättning, kemisk specificering av askor och beläggningar, ett försök att beskriva de övergripande askomvandlingsreaktionerna, samt en massbalans för förbränningsprocessen. Svepelektronmikroskop (SEM) utrustat med energidispersiv röntgenspektroskopi (EDS) användes för att analysera den elementära sammansättningen av aska och beläggningar. SEM-EDS-resultaten användes tillsammans med pulverröntgendiffraktionsanalys (XRD), termodynamiska fasdata, och jämviktsberäkningar i ett försök att kvantifiera de kristallina faserna och de övergripande askomvandlingsreaktionerna i processen. Baserat på resultaten rörande askomvandling och haveristatistik, har det varit möjligt att identifiera generiska nyckelparametrar gällande panndesign och processparametrar, som möjliggjort stora förbättringar av CFB pannans tillgänglighet, en lägre totalkostnad för energiomvandlingen på siten samt ett minskat CO2-utsläpp.

Le château ducal de Moulins, s’il a subi diverses destructions, comporte aujourd’hui encore des éléments qui méritent d’être étudiés de près, afin de restituer son état initial. On connaît d’après les sources écrites au moins deux grandes campagnes de construction, la première fut amorcée par le troisième duc de Bourbon, Louis II, à la toute fin du XIVe siècle. La tour maîtresse « Mal-Coiffée » étant datée par dendrochronologie vers 1399/1400. Un second chantier d’agrandissement et de réaménagements débute après 1488, commandité cette fois par le duc de Bourbon Pierre de Beaujeu et son épouse Anne de France, sœur de Charles VIII. Cet agrandissement se terminera au tout début du XVIe siècle avec la construction d’un portique d’architecture renaissante, très précoce en France. Cette thèse mêle l’histoire et l’histoire de l’art mais part surtout d’une réflexion archéologique des bâtiments subsistants. C’est en cumulant et en confrontant ces diverses approches que l’étude a pu être la plus complète. / During his history, the ducal castle of Moulins has been subject to several destructions and improvements. Despite this, it still contains elements that should be studied carefully in order to restore its original state. From written sources, one knows at least two major buildings campaigns. First one was initiated by the third duke of Bourbon, Louis II, in the late fourteenth century. The remaining main tower, known as “Mal-Coiffée” ("Untidy Top"), has been dated by dendrochronology around 1399/1400. A second campaign of expansion and redevelopment begins after 1488, commissioned by the Duke of Bourbon, Pierre de Beaujeu and his wife Anne de France, Charles VIII’s sister. This expansion will be completed in the early sixteenth century with the construction of a renaissance architecture portico, very early in France. This thesis combines both History and art history, starting from an archaeological reflection of the remaining buildings. The aim of this work is to combine and compare these different approaches in order to obtain the most comprehensive and exhaustive study of this forgotten site which play a key role in History.

The focus of this thesis is on the most commonly used types of stone, the methods of quarrying stone, stone working, the tools developed and used for that purpose, and the ways in which stone was transported and hoisted into place. This is starting from the earliest times in which large temples or buildings were constructed, namely the Neolithic, up till the time of the Roman Empire. Besides being a kind of compendium of most aspects of stone working, which could be found, also attention is given to the ideal conditions under which the construction of a large temple or monument could take place. The framework, which is developed from the description of the construction of Solomon’s Temple in Jerusalem in I Kings 5 and I Chronicles 28, is used to analyse the construction of a number of other temples in different times, places and settings, and with the use of different materials, to test if the framework is applicable in all these situations. Moreover, also other aspects of stone working, such as mosaics and the manufacturing of stone vessels in Jerusalem are described and analysed as to their origins and uses. The intention is to give an overview of the many ways in which stone has been used, so that the reader can get an idea of how large temples and monuments were built and to gain an understanding of what kind of technical know-how and ingenuity existed in antiquity. / Religious Studies and Arabic / D. Phil. (Religious Studies (Biblical Archaeology))

Geologic mapping in the Phil Pico Mountain quadrangle and analysis of the Carter Oil Company Carson Peak Unit 1 well have provided additional constraints on the erosional and uplift history of this section of the north flank of the Uinta Mountains. Phil Pico Mountain is largely composed of the conglomeratic facies of the early Eocene Wasatch and middle to late Eocene Bridger Formations. These formations are separated by the Henrys Fork fault which has thrust Wasatch Formation next to Bridger Formation. The Wasatch Formation is clearly synorogenic and contains an unroofing succession from the adjacent Uinta Mountains. On Phil Pico Mountain, the Wasatch Formation contains clasts eroded sequentially from the Permian Park City Formation, Permian Pennsylvanian Weber Sandstone, Pennsylvanian Morgan Formation, and the Pennsylvanian Round Valley and Mississippian Madison Limestones. Renewed uplift in the middle and late Eocene led to the erosion of Wasatch Formation and its redeposition as Bridger Formation on the down-thrown footwall of the Henrys Fork fault. Field observations and analysis of the cuttings and lithology log from Carson Peak Unit 1 well suggest that initial uplift along the Henrys Fork Fault occurred in the late early or early middle Eocene with the most active periods of uplift in the middle and late Eocene (Figure 8, Figure 24, Appendix 1). The approximate post-Paleocene throw of the Henrys Fork fault at Phil Pico Mountain is 2070 m (6800 ft). The Carson Peak Unit 1 well also reveals that just north of the Henrys Fork fault at Phil Pico Mountain the Bridger Formation (middle to late Eocene) is 520 m (1710 ft) thick; an additional 460 m (1500 ft) of Bridger Formation lies above the well on Phil Pico Mountain. Beneath the Bridger Formation are 400 m (1180 ft) of Green River Formation (early to middle Eocene), 1520 m (5010 ft) of Wasatch Formation (early Eocene), and 850 m (2800 ft) of the Fort Union Formation (Paleocene). Stratigraphic data from three sections located east to west across the Phil Pico Mountain quadrangle show that the Protero-zoic Red Pine Shale has substantially more sandstone and less shale in the eastern section of the quadrangle. Field observations suggest that the Red Pine Shale undergoes a facies change across the quadrangle. However, due to the lack of continuous stratigraphic exposures, the cause of this change is not known.

El análisis de estructuras paleokársticas ha atraído, en los últimos años, el interés de numerosos investigadores a la información que aportan a la geología aplicada y la paleogeomorfología. Estudios recientes se han centrado en la aplicación de técnicas de exploración del subsuelo debido a la escasez de afloramientos. En la presente Memoria se analizan íntegramente las formas de hundimiento pretéritas que afloran discontinuamente con gran detalle, en los acantilados de las costas meridional (plataforma de Llucmajor) y oriental (plataforma de Santanyí) de Mallorca, a lo largo de más de 75 km de línea de costa, afectando a las rocas carbonáticas del Mioceno superior. El estudio se ha centrado en la distribución geográfica, evolución geológica y las características geomorfológicas de estos paleocolapsos, con especial énfasis en su génesis, su relación con la arquitectura y distribución de las facies, así como en las formas y productos asociados.Los paleocolapsos han sido descritos en su contexto litoestratigráfico y estructural dentro de las mencionadas plataformas carbonáticas, siendo este trabajo una contribución al conocimiento del karst en estas unidades geológicas y su relación con las fluctuaciones marinas. La karstogénesis queda reflejada en estas formas pretéritas donde se han observado depósitos y formas de disolución ligadas a la dinámica kárstica controlada, en el caso que nos ocupa, por las fluctuaciones del nivel del mar: brechas, sedimentos detríticos, cementos, así como distintos tipos y volúmenes de porosidad. La mayor parte de estas formas (sobre un total de 177), cuyas dimensiones en sección varían desde pocos metros hasta afloramientos con 28 m de altura y más de 100 m en la horizontal, se ubican en la plataforma de Santanyí a excepción de dos estructuras ubicadas en la plataforma de Llucmajor.El análisis geológico y su relación con los paleocolapsos muestra como en la plataforma de Llucmajor éstos afectan a las facies de la Unidad Complejo Arrecifal (facies de back reef y frente arrecifal). Sin embargo, en la plataforma de Santanyí, los paleocolapsos afectan tanto a parte del Complejo Arrecifal (facies de back reef), como a la totalidad de la Unidad Calizas de Santanyí. A partir del estudio de la arquitectura de facies del Complejo Arrecifal en la plataforma de Llucmajor se ha establecido el modelo deposicional en la plataforma de Santanyí. Sin embargo, ésta última se encuentra compartimentada como consecuencia del control de dos fallas en dirección de orientación E-O en S'Algar y Na Magrana, donde se localiza el contacto entre facies de lagoon externo y talud arrecifal. No obstante, la cartografía y análisis de los lineamientos en dicha plataforma ha permitido identificar dos familias principales con dos direcciones dominantes; NE-SO y NO-SE, siendo la dirección E-O menos representativa. Se han observado fracturas distensivas y pequeñas fallas inversas miocenas asociadas al proceso de colapso, así como fracturas y fallas postmiocenas, y fracturas cuaternarias.El estudio de la geometría en sección de los paleocolapsos pone de relieve que la formas en "V", "U" y conoidales son las más comunes. Han sido identificadas dos partes diferentes en un paleocolapso tipo: una inferior donde se observa la paleocavidad ubicada en la base del paleocolapso (lagoon externo y/o frente arrecifal), con una geometría irregular de dimensiones entre 1 m y 9 m rellena por sedimentos adyacentes y suprayacentes a ésta; y una parte superior, coincidente con los bordes de la estructura (lagoon interno/Calizas de Santanyí) buzando con inflexión conoidal hacia la paleocavidad.Se han identificado cuatro tipos de brechas (crackle, crackle-laminae-split, de mosaico y caótica) en las estructuras de paleocolapso asociadas cada una de ellas a distintos niveles estratigráficos y, en algunos paleocolapsos, con una gradación vertical y lateral. Son característicos de estos depósitos los sedimentos detríticos (matriz) y los cementos asociados (vadosos y freáticos). En general, el cemento domina sobre la matriz en la zona inferior del paleocolapso, mientras que por encima, es la matriz la que domina sobre el cemento. El análisis por difracción de Rayos X de la matriz indica para la muestra total que la calcita es el mineral principal y el cuarzo el mineral secundario. En la fracción arcilla, la moscovita, la illita y la caolinita son los minerales más comunes. De ello, junto con el estudio de láminas delgadas en estos depósitos, donde se han observado tamaños de grano en el cuarzo superior a 2 mm, se deduce un ambiente de sedimentación subsuperfical y otro subaéreo de lo que se extrae un origen, proceso de transporte y sedimentación diversos, así como la evolución cristaloquímica en determinados minerales. Los cementos son de naturaleza calcítica, con contenidos relativamente altos en magnesio para los freáticos y bajos para los vadosos. Para el estudio de la porosidad en los paleocolapsos se ha procedido a su clasificación en dos tipos principales, interclasto e intraclasto, a partir de las cuales se ha estudiado la macro y microporosidad. La brecha caótica de colapso es la que presenta volúmenes de porosidad más elevados y tipologías diversas. El análisis de isótopos estables muestra una gran homogeneidad entre la composición isotópica de los cementos, con valores en δ18O y δ13C ligeros, lo que indica condiciones análogas de precipitación, con dominio de aguas dulces sobre las saladas. Tanto la marca del oxígeno como del carbono parecen indicar que los cementos se depositaron en un período interglaciar coincidente con algún estadio isotópico impar.El estudio de la arquitectura de facies de la plataforma de Llucmajor ha permitido elaborar un modelo genético de ocurrencia para los paleocolapsos y su ubicación espacio-temporal. Dicho modelo, ha sido corroborado por la relación entre la distribución de facies y paleocolapsos en la plataforma de Santanyí, por la observación en algunos paleocolapsos de sedimentos a techo de la Unidad Calizas de Santanyí que sellan la estructura, así como por el tipo de brechas características de colapsos sinsedimentarios (brecha crackle-laminae-split), que muestran una deformación dúctil de los materiales cuando éstos no estaban completamente consolidados, dando lugar a formas laxas de bajo ángulo. Los procesos genéticos que dieron lugar a los paleocolapsos kársticos están directamente relacionados con la alta frecuencia de fluctuación del nivel del mar durante el Mioceno superior, la misma que controló la arquitectura de facies y la posición del nivel freático. Las oscilaciones del nivel freático causaron la alternancia de dominios freáticos y vadosos así como, de agua dulce y agua salada en la interfase, provocando la disolución de los parches coralinos y el posterior hundimiento del techo de las cavidades. El estudio integral de todos estos aspectos junto con el análisis de una red de paleocauces y una playa fósil, ha permitido realizar una reconstrucción paleogeográfica desde el Messiniense en la plataforma de Santanyí e identificar estructuras de paleocolapso postmiocenas y cuaternarias. Con estos datos se ha procedido a la comparación de los paleocolapsos kársticos con otras estructuras similares en el País Vasco y Las Islas de Malta, de lo que se extraen analogías y diferencias, determinadas fundamentalmente por el orden de fluctuación del nivel del mar. Por último, se discute el papel de los paleocolapsos kársticos como elementos que contribuyen en cierta medida a la ocurrencia de hidrocarburos en plataformas carbonáticas, pudiendo ser excelentes reservorios debido al gran número de afloramientos, el volumen de roca afectada y a su elevada porosidad y permeabilidad. / Paleokarst tend to differ from studies of recent and modern karst landforms though is important the genetic understanding of the karst processes for analysis a paleokarst structure. Paleokarst systems form an important class of carbonate record and they have a pronounced lateral and vertical spatial complexity that results from a complex history of formation. Most of the known karst systems are epigenetic and they are the result of near-surface karst processes during periods of subaerial exposure and latter burial compaction and diagénesis. Scale, porosity types and spatial complexities of these paleokarst systems depends on the carbonate rock solubility, paleoclimatic conditions, lowering of base level either by tectonic uplift or sea-level fall and time of subaerial exposure. Uplift, in addition, commonly induces fracturing and faulting that further control karst development. Ascertaining and predicting paleokarstic heterogeneities within carbonate rocks are strategic to fluids field development and optimum production. With current subsurface methods, however, most of the smaller-scale stratigraphic architecture and diagenetic facies are difficult to define. Predictive models for exploration and development are best made from outcrop studies of well-exposed examples. Accuracy for prediction of these models depends on the detailed understanding of the genetic factors controlling their geometries, scale, pore networks and spatial complexities of these potential karstic store. Miocene carbonates (Upper Tortonian-Lower Messinian) in Mallorca Island are composed of reefal (Reef Complex) and shallow water carbonates (Santanyí Limestone) that prograded across platforms surrounding paleoislands. The contact between the Reef Complex and the Santanyí Limestone is a subaerial erosion surface with paleokarst features. The shallow-water carbonates beds both the lagoonal beds of the Reef Complex and basal beds of the Santanyí Limestone, are affected by paleocollapse structures produced by roof collapse of caverns developed in the underlying Reefal Complex. These paleocollapse structures affecting to the carbonate platform allows to propose a genetic model to explain the origin of these paleosink, that are related to early diagenetic processes induced by high-frequency sea-level fluctuations, the same sea-level fluctuations that controlled the facies architecture of the carbonate platforms.Cartography and study of lineaments and fractures on Santanyí Platform have permitted identified two principals groups with two main directions: NE-SO and NO-SE. Have been observed distensiva fractures and Miocene small inverse faults related with de breackdwon phenomena. Moreover, postmiocenes and quaternary faults and fractures have been recognized.The geometry of paleocollapse structures is commonly (in section) as "V", "U" or funnel. The size is variable from few meters of long to thousands meters, and few meters of weigh to thirteen meters. Breccias has been classified as crackle, crackle-laminae-split, mosaic and chaotic types. Chaotic breccias grade from matrix-free, clasts-supported breccias to matrix-supported breccias. The matrix mineralogy is compose in the total sample for calcite in the major part and quartz in less quantity. However, same structures present quartz as principal mineral. To the clay fraction, caolinite, illite and moscovite are the most general mineral present.The geochimical sediment (carbonate) are filling a part of interclaste breccias porosity. This is commonly phreatic speleothems. Isotopic studies of this sediments show δ18O and δ13C contents negatives. This fact could indicate a fresh water environment deposition