Books: 'Tot-P' – Grafiati

1

Latulippe, Martine. À toi de jouer, Marie-P! Québec: Éditions FouLire, 2010.

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2

The apprenticeship of Big Toe P. Tokyo: Kodansha International, 2009.

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3

Top 10 Puerto Rico Christopher P. Baker. London: Dorling Kindersley, 2011.

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4

1947-, Roux Frédéric, ed. Lève ton gauche!: Suivi de, P.-S. : roman. [Paris]: Gallimard, 1996.

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5

editor, Niarchos Thanasēs Th, ed. Alētheies kai psemata gia ton K. P. Kavaphē. Athēna: Ekdoseis Hodos Panos, 2013.

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6

Lanting, R. W. Luchtverontreiniging en de aantasting van papier: Preventieve maatregelen tot behoud van archivalia en boeken : onderzoeksrapport uitgebracht in het kader van het ACBAM-project van TNO nr. P 89/075a in opdracht van het Ministerie van Welzijn, Volksgezondheid en Cultuur. Rijswijk: Ministerie van Welzijn, Volksgezondheid en Cultuur, 1990.

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7

Kengor, Paul. The judge: William P. Clark, Ronald Reagan's top hand. San Francisco, Calif: Ignatius Press, 2007.

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8

Ca, Cu'o i. Cuo i toe: Su'u-ta p nhua n-sac. Ontario: La ng Van, 1995.

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9

Trepczyk, Jan. Slownik polsko-kaszubski. Tomy I-II: [tom I:] A-O ; [tom II:] P-Z. Gdansk: Zrzeszenie Kaszubsko-Pomorskie, 1994.

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10

Moullou, Dōrina. Technētos esōterikos phōtismos stēn Hellada apo ton 12. hōs ton 8. aiōna p. Ch. Rethymno: Panepistēmio Krētēs, Tmēma Historias kai Archaiologias, Tomeas Archaiologias kai Historias tēs Technēs, 2002.

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11

Inc, Cliffs Notes, ed. The adventures of Tom Sawyer: Notes / by Marion P. Thayer. Lincoln, Neb: Cliffs Notes, 1998.

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12

Tacitus, P. Cornelius. Tacitus, P. Cornelius: Libri Qui Supersunt. TOM. II ∙ FASC. 3: AGRICOLA. Edited by Jürgen von Ungern-Sternberg and Josef Delz. Berlin, New York: De Gruyter, 2010. http://dx.doi.org/10.1515/9783110239089.

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13

Lavvas, Geōrgios. Sto velos tou chronou: Timētikos tomos gia ton akadēmaiko- kathēgētē, Geōrgio P. Lavva. Thessalonikē: University Studio Press, 2004.

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14

Crnatovic, Aleksandar. LPE grown GaAs[1-x]P[x]GaP / top cells for high-efficiency tandem solar cells. Ottawa: National Library of Canada, 1995.

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15

Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Different bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing. By the movement of a bridge, gaps are necessary between superstructure and substructure. Expansion joints fill the gaps, allowing traffic loads tobe carried and allowing all expected displacements with low resistance. Expansion joints should provide a smooth transition, avoid noise emission as far as possible and withstand all mechanical actions and chemical attacks (de-icing) for a long time. A simple exchange of all wearing parts and of the entire expansion joint should be possible. The present volume provides a comprehensive survey of arrangement, construction and installation of bearings and expansion joints for bridges including calculation of bearing reactions and movements, analysis and design, inspection and maintenance. A long list of references deals with the subjects but also with aspects in the vicinity of bearings and expansion joints. This book is aimed at both students and practising engineers, working in the field of bridge design, construction, analysis, inspection, maintenance and repair.

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16

Bakhoum, Mourad M., and Juan A. Sobrino, eds. Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.

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This document provides case studies of structural rehabilita-tion, repair, retrofitting, strengthening, and upgrading of structures, which might be encompassed – in short – by the convenient umbrella terms “Conservation / Upgrading of Existing Structures”. The selected studies presented in this SED cover a variety of structural types from different countries. Strengthening and rehabilitation of structures is usually a challenge because of uncertainties associated with old struc-tures and difficulties due to restrictions on the geometry and materials used, as well as other structural or functional con-straints. When repairing an existing structure the engineers involved have plenty of possibilities, lots of constraints, and in some cases there are no applicable codes. Strengthening and rehabilitating is sometimes a complex and exciting work; an art. The book is a summary of practices to help structural engineers. The reader of this book will discover different approaches to put forward strengthening or rehabilitation projects. Even identical technical problems could have very different efficient solutions, as discussed in the papers, considering structural, environmental, economic factors, as well as contractor and designer experience, materials, etc.

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17

Apitz, Andreas, Thierry Duclos, Akio Kasuga, José Romo Martín, Serge Montens, Chithambaram Sankaralingam, and Juan Sobrino. Extradosed Bridges. Edited by Mike Schlaich. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed017.

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Extradosed bridges can be an elegant and economic solution for bridges with spans ranging between 100 and 250m. This novel type of cable-supported bridges has become quite successful in recent years first in Japan and then all over the world. Experienced members of the international bridge community have come together in Working Commission 3 of IABSE to share their knowledge and to prepare an SED which provides the reader with guidance and practical advise that was not available so far. This book contains useful information regarding conceptual and structural design, analysis, construction, cost and typical properties of Extradosed Bridges.

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18

Günther, Hans-Peter, ed. Use and Application of High-Performance Steels for Steel Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2005. http://dx.doi.org/10.2749/sed008.

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New steel production processes have led to a remarkable improvement in steel products within the last few years, and now allows steels to be produced according to the desired mechanical and chemical properties. High-Performance Steel (HPS) is the designation given to this new generation of steels that offer higher performance not only in terms of strength but also toughness, weldability, cold formability and corrosion resistance, compared to the traditionally used mild steel grades. The development of HPS goes with today's increased demand for slender lightweight structures, as for example in bridge design and the design of high-rise buildings, where there is a strong requirement to use high-strength materials in combination with good execution and fabrication properties. However, on the structural engineering side there is a need for knowledge on these new steel grades, and quite often design codes do not provide sufficient information to fully exploit the advantageous properties of HPS. The present volume provides an overview of the development and application of HPS on an international level. This is done by giving information on, for example, the production process, the chemical and mechanical properties, the relevant design and fabrication standards and on recent research results. Approximately fifteen included examples of realised applications aim to provide detailed information based on existing technical solutions, and to point out the major benefits when using HPS in comparison to mild steels. The document is thus not a monograph but an assembly of contributions from different countries. lt is separated into chapters related to different countries, namely the USA, Canada, Japan and Europe, all of them providing a state-of-the-art report on HPS.

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19

Braniella, José María Cuesta. La resistencia cívica en la guerra de liberación de Cuba. Ciudad de La Habana, Cuba: Editorial de Ciencias Sociales, 1997.

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20

Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre reinforced polymers as structural components in bridges until the end of the year 2000. Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site. Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining components. Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increasingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively. This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland. This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.

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21

Haldimann, Matthias, Andreas Luible, and Mauro Overend. Structural use of Glass. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2008. http://dx.doi.org/10.2749/sed010.

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Recent architectural trends and technological developments have brought about unprecedented opportunities and exciting changes in the use of glass in buildings. Structural engineers currently have a bewildering array of glass products and configurations to choose from and a wide range of normal and exceptional loading conditions to consider, but very few unified reference texts for undertaking these tasks. This book attempts to redress this issue by providing an overview of the recent developments in this field thereby providing a basis for the understanding of the structural performance and design of glass in buildings. Each chapter draws on the latest developments in practice and research and contains contributions from various international glass experts. The mix of general and specialist content ranging from rules of thumb to fracture mechanics and novel applications to post-breakage performance make this book useful to practitioners and researchers. Furthermore, the text is supplemented by tables of the major codes of practice and by an extensive list of references. The book is primarily for structural engineers and researchers who have an interest in structural glass. It will be used by senior undergraduates, post-graduate students, researchers and practicing engineers.

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22

Knoll, Franz, and Thomas Vogel. Design for Robustness. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2009. http://dx.doi.org/10.2749/sed011.

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Robustness is the ability to survive unforeseen circum-stances without undue damage or loss of function. It has become a requirement expressed in modern building codes, mostly without much advice as to how it can be achieved. Engineering has developed some approaches based on tra-ditional practice as well as recent insight. However, know-ledge about robustness remains scattered and ambiguous, making it difficult to apply to many specific cases. The authors' attempt to collect and review elements, methods and strategies toward structural robustness, using a holistic, almost philosophical approach. This leads to a set of consid-erations to guide selection and implementation of measures in specific cases, followed by a collection of applications and examples from the authors practice.The world, engineering and construction are imperfect and not entirely predictable. Robustness provides a measure of structural safety beyond traditional codified design rules.

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23

Brashear, William M. Wednesday's child is full of woe, or, The seven deadly sins and some more too!: (another apotelesmatikon: P. Med. inv. 71.58). Wien: Österreichische Verlagsgesellschaft, 1998.

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24

Wiswesser, Edward H. Steam locomotives of the Reading and P & R railroads: The complete history from the 10-ton Pioneer engines of 1837 to the last giant 220-ton T1s of the 1970s. Sykesville, MD: Greenberg Pub. Co., 1988.

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25

Savǣngsư̄ksā, Būasaidō̜n, and Būasaidō̜n Savǣngsư̄ksā. Khūmư̄ phāk sanām ton dō̜kphœ̄ng thammasāt yū nai Sō̜. Pō̜. Pō̜. Lāo =: Field guide, the wild orchids of Lao P. D. R. [Vientiane]: Mahāvithayālai hǣng Sāt, Sō̜. Pō̜. Pō̜. Lāo, 2005.

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26

Larsen, Ole Damgaard. Ship collision with bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 1993. http://dx.doi.org/10.2749/sed004.

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Any struoture in navigable waters constitutes a hazard to shipping and is itself vulnerable to damage or destruction in the event of vessel collision. Worldwide vessel traffic and the average size of vessels continue to lncrease. At the same time, ever more bridges crossing navigable waterways are being planned and constructed, sometimes with inadequate navigation clearance and/or lnadequate protection. The objective of this publication is to provide information and guidelinesfor engineers charged with the planning and design of new bridges, navlgation channels, and prevention and protection measures. Lt offers advice on upgrading and retrofrtting existing bridges and navigation channels. And lt provides the means to evaluate the safety of bridges, vessels, persons and the environment. After reviewing some basics o! navigatlon and vessel traffic, and considering risk acceptance and collision risk, the publication examines vessel impact forces on bridges and proposes appropriate bridge design criteria. Prevention measures, such as regulations and management systems. And protectlon measures and systems are also described. Major international research projects have provided the analytical basis for the publication, including the development of vessel collision guide specific-atrons for the Federal Highway Administration in the USA and the vessel colllsion design crrteria developed for the Great Bell Crossing in Oenmark. Prepared by Ole Damgaard LARSEN, Chairman of the IABSE Working Group "Ship Collision with Bridges'', lhis 132 page publlcation is a must for any engineer dealing with structures in navigable waters.

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27

Lampropoulos, Andreas, ed. Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.

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Recent earthquakes have demonstrated that despite the continuous developments of novel materials and new strengthening techniques, the majority of the existing structures are still unprotected and at high seismic risk. The repair and strengthening framework is a complex process and there are often barriers in the preventative upgrade of the existing structures related to the cost of the applications and the limited expertise of the engineers. The engineers need to consider various options thoroughly and the selection of the appropriate strategy is a crucial parameter for the success of these applications.The main aim of this collection is to present a number of different approaches applied to a wide range of structures with different characteristics and demands acting as a practical guide for the main repair and strengthening approaches used worldwide. This document contains a collection of nine case studies from six different countries with different seismicity (i.e. Austria, Greece, Italy, Mexico, Nepal and New Zealand). Various types of structures have been selected with different structural peculiarities such as buildings used for different purposes (i.e. school buildings, town hall, 30 storey office tower), a bridge, and a wharf. Most of the examined structures are Reinforced Concrete structures while there is also an application on a Masonry building. For each of the examined studies, the local conditions are described followed by the main deficiencies which are addressed. The methods used for the assessment of the in-situ conditions also presented and alternative strategies for the repair and strengthening are considered.

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28

de Sá Caetano, Elsa. Cable Vibrations in Cable-Stayed Bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/sed009.

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The fifty years of experience of construction of cable-stayed bridges since their establishment as a new category among the classical types have brought an immense progress, ranging from design and conception to materials, analysis, construction, observation and retrofitting. The growing construction of cable-stayed bridges has also triggered researchers’ and designers’ attention to the problem of cable vibrations. Intensive research has been developed all over the world during the last two decades as a consequence of the numerous cases of cable vibrations exhibited by all types of cable-stayed bridges.Despite the increased knowledge of the various vibration phenomena, most of the outcomes and research results have been published in journals and conference proceedings and scarce information is currently provided by the existing recommendations and codes. The present book provides a comprehensive survey on the governing phenomena of cable vibration, both associated with direct action of wind and rain: buffeting, vortex-shedding, wake effects, rain-wind vibration; and resulting from the indirect excitation through anchorage oscillation: external and parametric excitation. Methodologies for assessment of the effects of those phenomena are presented and illustrated by practical examples. Control of cable vibrations is then discussed and state-of-art results on the design of passive control devices are presented. The book is complemented with a series of case reports reflecting the practical approach shared by experienced designers and consultants: Yves Bournand (VSL International), Chris Geurts (TNO), Carl Hansvold (Johs. Holt), Allan Larsen (Cowi) and Randall Poston (WDP & Associates).

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29

Belimenko, Vladislav, Pavel Hristianovskiy, Aleksey Gulyukin, Svetlana Alekseenkova, and Aleksey Laishevcev. Current parasitic and infectious diseases of horses. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1074103.

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The main infectious diseases of ungulates caused by helminths, ticks, insects, protozoa, bacteria and viruses are considered. The questions of etiology, biological features and resistance of pathogens, distribution and clinical manifestations of diseases are highlighted. Attention is paid to modern methods of diagnosis, treatment and prevention of infectious diseases of horses. Part 1 is written by Professor P. I. Khristianovsky, V. V. Belimenko, A. M. Gulyukin, A. I. Laishevtsev and E. V. Novosad; part 2 is written by Professor K. P. Yurov and S. V. Alekseenkova. It is intended for students studying in the specialty "veterinary medicine", practical veterinarians and a wide range of horse lovers.

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30

Bloemlezing Uit Nederduitsche Prozaschryvers: Van P. Cz. Hooft Tot Op Onzen Tyd... (Dutch Edition). Nabu Press, 2012.

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31

Blommaert, Philipp. Kronijk Van Vlaenderen Van 580 Tot 1467 (Uitg. Door C. P. Serrureen Ph. Blommaert. HardPress, 2020.

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32

Lagrange, P: Tod in der Provence. FISCHER Scherz, 2016.

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33

SCHUSTER, TARA. Achète-toi toi-même ces p*tains de fleurs. JOUVENCE, 2021.

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34

Weiermair, Peter. O/P Tom of Finland Calendar 1995. Tom of Finland, 1994.

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35

Rugoff, Ralph. O/P Tom of Finland Cal.96 Ret7.99. Tom of Finland, 1995.

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36

Tolkovyj slovar' russkogo yazyka. Tom III. P - R. AST - Astrel', 2000.

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37

The Judge: William P. Clark, Ronald Reagan's Top Hand. Ignatius Press, 2007.

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38

(Editor), Leyl, and Winston (Editor), eds. O/P Tom of Finland Cal.97 Ret 7.99. Tom of Finland, 1996.

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39

Tolkovyj slovar' zhivogo velikorusskogo yazyka v 4 tomah. Tom III. P. Diamant - Zolotoj vek, 1999.

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40

A. P. Chehov. Sobranie sochinenij v 15 tomah. Tom 12. P'esy. Terra, 1999.

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41

Hal Leonard Publishing Corporation (COR). Love Takes Time And Other Top Recorded Hits P/v/g. Hal Leonard Corporation, 1991.

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42

Heller, Douglas. Tod Williams Billie Tsien and Associates: An Annotated Bibliography (C P L Bibliography). Council of Planning Librarians, 1993.

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43

A. P. Chehov. Sobranie sochinenij v 15 tomah. Tom 5. Rasskazy, yumoreski. 1886. Terra, 1999.

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44

Becoming Tom Thumb: Charles Stratton, P. T. Barnum, and the Dawn of American Celebrity. Wesleyan University Press, 2013.

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45

A. P. Chehov. Sobranie sochinenij v 15 tomah. Tom 9. Rasskazy, povesti. 1892 - 1894. Terra, 1999.

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46

Hē p alaioterē pezographia mas: Apo tis arches tēs hōs ton prōto pankosmio polemo. Athēna: Ekdoseis Sokolē, 1996.

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47

A. P. Chehov. Sobranie sochinenij v 15 tomah. Tom 4. Rasskazy, yumoreski. 1885 - 1886. Terra, 1999.

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48

Chiou, Wen-An, Helmut Coutelle, Andreas Decher, Michael Dörschug, Reiner Dohrmann, Albert Gilg, Stephan Kaufhold, et al. Bentonites -. Edited by Stephan Kaufhold. E. Schweizerbart Science Publishers, 2021. http://dx.doi.org/10.1127/bentonites/9783510968596.

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Bentonites are rocks mostly consisting of swelling clay minerals. They were first described from the Cretaceous Benton Shale near Rock River, Wyoming, USA. Because of their useful properties (e.g. highly adsorbent, cation exchanging, swelling), bentonites have many uses, in industry (among them as drilling mud, purification agent, binder, adsorbent, paper production), culture (for e.g. pottery) and medicine/cosmetics/cat litter, civil engineering, and in the future even in the disposal of high-level nuclear waste. Particular chemical characteristics of bentonite clay minerals are rather variable but critically determine their suitability for a particular application. The 15 specialist authors discuss bentonite terminology, classification and genesis and use in eight chapters. Individual chapters deal with the methods bentonites are analysed with, their properties and performance in terms of parameters such as cation exchange capactiy, rheology, coagulation concentraion, water uptake capacity, free swelling, and electrical resistivity (amongst others). A chapter is dedicated to the sources of bentonites, the technology employed to produce them, and how quality control is carried out both in the mine and the laboratory. A further chapter is dedicated to methods of processing the mined material, different activation methods, drying, grinding, and purification. Use cases for bentonites are discussed in a chapter of its own. References, a section on norms and standards, and a list of abbreviations complete the text. The volume addresses students, researchers, and professionals in the mineral industry dealing with bentonite and their clay-mineral constituents, quality assessement and control, and persons that use bentonites in their products.

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49

Ed. by N.I. Tolstoi. Slavianskie Drevnosti: Etnolingvisticheskii Slovar' v Piati Tomakh: Tom 4: P (Pereprava cherez Vodu) - S (Sito). Mezhdunarodnye Otnosheniia, 2009.

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50

Kaplan, Mark. How to Do Things with Austin. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198824855.003.0005.

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Provides another argument for the thesis that, far from presenting an insurmountable obstacle to the project of constructive epistemology, the deployment of Austin’s requirement of fidelity enables us to find new solutions to epistemological problems; deploys Austin’s fidelity requirement to argue that neither our having a justified belief P, nor our having a justified true belief that P, is sufficient for P to count as part of our evidence—it is necessary that we know that P; that our decisions, as to what we know, have methodological import; that, as a consequence, it cannot be of any moment, to a properly conducted inquiry into what it takes for a person to know that P, what naïve respondents say about cases (including the cases cited in support of the Pragmatic Encroachment Thesis—the thesis that whether we know that P depends on whether we are prepared to act on P).

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Books on the topic 'Tot-P'

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