Pour une histoire croisée des dispositifs audiovisuels et des sciences du psychisme autour de 1900 : la construction du spectateur cinématographique

Réalisée dans le cadre du projet de recherche initié à la section d'histoire et esthétique du cinéma de l'Université de Lausanne autour du concept « d'Épistémè 1900 », cette thèse cherche à mettre en rapport dialogique deux « ensembles » formés par l'histoire du cinéma et l'histoire des sciences du psychisme dans une période circonscrite entre 1880 et 1910. Il s'agit de repenser les liens entre cinéma et sciences du psychisme, chacun de ces ensembles discursifs étant traités au même niveau en tant qu'objets historiques de savoir qui ont des choses à nous apprendre sur le cinéma en tant que phénomène culturel, anthropologique et social. Au passage du siècle, cinéma et sciences du psychisme se rencontrent au coeur d'une nouvelle problématisation du sujet définie par des savoirs scientifiques et parascientifiques alors confrontés aux phénomènes intriguants de l'hystérie et de l'hypnose. L'hystérie et l'hypnose provoquent des états nerveux lesquels constituent un terrain propice au développement de sujets divisés, hallucinés et intrancés, conduisant les médecins et psychologues à remettre en question l'idée d'un moi homogène et contrôlé. L'expansion d'une culture névrotique fabriquant à la chaîne des corps automatiques voués à leur inconscient cérébral permet de rapprocher le cinéma et les théories du psychisme sur une base qui a été rarement explorée jusqu'ici, en particulier relativement à la construction (théorique) du spectateur de cinéma. Si le dispositif cinématographique en tant que technique, représentation et modèle de pensée reprend à son compte l'imaginaire médical de cette époque, il contribue également en retour à façonner une conception de la subjectivité étroitement tributaire des technologies contemporaines et des fantasmes qu'elles génèrent. Aux côtés des personnages hystériques filmés par les premiers opérateurs, les spectateurs tels que décrits dans les textes-sources participent, d'une part à attester de la persistance du modèle neuro-pathologique dans la culture visuelle du début du XXe siècle, et d'autre part à transformer la vision savante du sujet dans ses rapports perceptifs et affectifs avec le monde environnant. C'est donc dans une logique d'interactions réciproques qu'il faut envisager les rapports entre le cinéma (conçu ici essentiellement comme comme un dispositif réunissant un appareillage, une image et un spectateur) et les connaissances relatives à l'intériorité psychique qui s'élaborent dans le domaine des sciences médico-psychologiques. Pour étudier ces rapports, j'ai choisi la figure du spectateur puisque les théories du psychisme s'intéressent prioritairement à l'humain et à sa subjectivité. À partir de cette figure-clé, j'ai tenté de montrer comment le spectacle cinématographique et les sciences du psychisme participent à des réflexions sur l'avènement d'une nouvelle forme de subjectivité consonante avec la modernité, une modernité qui bouleverse la manière d'envisager le fonctionnement de l'appareil psychique, donc les rapports de l'individu à soi-même et à ses images, mais aussi aux autres et au monde en général. Les croisements entre le sujet du cinéma et le sujet des sciences du psychisme s'effectuent autour de quatre paradigmes selon moi définitoires de la subjectivité autour de 1900 et structurant l'ensemble de cette recherche : la fatigue, le choc, l'hallucination et l'hypnose. En parcourant les sources, on s'aperçoit en effet qu'elles envisagent le corps humain tantôt comme une machine (un corps thermodynamique et électrophysiologique), tantôt comme hystérique ou neurasthénique (un corps traumatique et dysfonctionnel), tantôt comme rêveur (un corps producteur d'images et de sons perçus sur un mode hallucinatoire), tantôt comme hypermnésique (un corps de « clichés-souvenirs » emmagasinés à l'infini), tantôt comme hypnotisé (un corps suggestionné et contagieux). Tous ces corps, au final, ne forment qu'un seul corps générique, c'est-à-dire construisent et qualifient le corps nerveux des sciences du psychisme qui se manifeste sous différentes facettes en fonction des pathologies et des situations. À la fois unique et multiple, ce corps nerveux subsume le corpsmachine, le corps traumatisé, le corps halluciné et le corps hypnotisé qui font l'objet d'analyse détaillées dans les différentes parties de la thèse. Ces quatre grands « corps » retenus comme autant de déclinaisons possibles du corps nerveux sont directement mis en rapport avec quatre concepts : la fatigue, le choc, l'hallucination et l'hypnose - ce choix s'imposant face au constat de leur récurrence suite au dépouillement de nombreuses sources. J'ai tenté, au cours de ce travail, de défendre plusieurs hypothèses (ou séries d'hypothèses) relatives à l'avènement du spectateur cinématographique autour de 1900. Corrélées les unes aux autres, elles gagnent à être comprises ensemble. 1) Les sciences du psychisme et les discours sur les spectacles et dispositifs audiovisuels contribuent, dans leurs échanges, à la construction du sujet moderne, un sujet né de la révolution industrielle et s'épanouissant grâce à la culture de masse. La culture de masse met en scène des corps nerveux (automatiques, traumatisés, hallucinés et hypnotisés) dont la démultiplication sous différentes formes et en différents lieux fait émerger un nouveau modèle de subjectivité. Si le cinéma constitue un laboratoire expérimental du corps nerveux, il participe également à la transformation du corps nerveux en sujet nerveux, c'est-à-dire en un sujet moderne jouissant d'un nervosisme mué en modèle culturel. 2) Le cinématographe devient autour de 1900 un dispositif modélisateur pour les sciences du psychisme qui conceptualisent le fonctionnement de l'appareil psychique sous les espèces d'une machine projetant des sons et des images. En tant qu'opérateur de pensée, le cinéma offre une pluralité de modèles épistémologiques possibles, suivant que l'on s'intéresse à son fonctionnement général, ses détails techniques, ses effets sur les spectateurs, sa dimension spectaculaire et populaire. Par conséquent, le cinéma peut étayer une variété d'objets dans le champ des sciences médicales : le corps, l'esprit, la pensée, l'imagination, le rêve, l'hallucination, l'hypnose, la psychose ; mais aussi le corps individuel ou social, qu'ils soient sains ou malades. C'est sur cette base, j'en viens à penser que le spectateur de cinéma sert de modèle au sujet nerveux des sciences médicales. 3) Le rôle modélisateur du cinéma provoque en effet des modifications dans la manière de théoriser le corps nerveux puisqu'il fait transiter le corps nerveux de la psychopathologie vers le sujet nerveux de la culture spectaculaire moderne. Le spectateur du cinéma des premiers temps apparaît comme le prototype du sujet sidéré par le spectacle du monde moderne, prenant plaisir à être surstimulé et se prêtant volontiers au jeu de l'illusion de réalité. Actualisant un modèle de spectatorialité ambivalent, balançant entre hystérie et hypnose, le spectateur cinématographique intègre les codes de la maladie nerveuse pour leur donner une nouvelle dimension (esthétique, artistique) sur la scène sociale. 4) Les trois premières séries d'hypothèses ne peuvent être validées que si l'on examine comment les discours sur le cinéma pré-institutionnel se sont appropriés la culture du corps nerveux, de sorte à façonner un modèle de spectatorialité étayé sur les valeurs féminines d'impressionnabilité, d'excitabilité et de sentimentalité (des valeurs culturellement construites). Partant, j'ai voulu montrer que si durant la première phase de son histoire, le spectacle cinématographique fait l'objet d'une hystéricisation de la part des discours qui l'annexent à la sphère féminine de la culture de masse, dans sa phase d'institutionnalisation, on assiste à un processus de masculinisation du modèle spectatoriel (mais également, des lieux d'exibition, du mode de production, du mode de représentation, etc.).

Investigation into Improved Pavement Curing Materials and Techniques: Part 2 - Phase III, March 2003

Appropriate curing is important for concrete to obtain the designed properties. This research was conducted to evaluate the curing effects of different curing materials and methods on pavement properties. At present the sprayed curing compound is a common used method for pavement and other concrete structure construction. Three curing compounds were selected for testing. Two different application rates were employed for the white-pigmented liquid curing compounds. The concrete properties of temperature, moisture content, conductivity, and permeability were examined at several test locations. It was found, in this project, that the concrete properties varied with the depth. Of the tests conducted (maturity, sorptivity, permeability, and conductivity), conductivity appears to be the best method to evaluate the curing effects in the field and bears potential for field application. The results indicated that currently approved curing materials in Iowa, when spread uniformly in a single or double application, provide adequate curing protection and meet the goals of the Iowa Department of Transportation. Experimental curing methods can be compared to this method through the use of conductivity testing to determine their application in the field.

Investgiation into Improved Pavement Curing Materials and Techniques: Part 1 - Phases I and II, April 2002

Concrete curing is closely related to cement hydration, microstructure development, and concrete performance. Application of a liquid membrane-forming curing compound is among the most widely used curing methods for concrete pavements and bridge decks. Curing compounds are economical, easy to apply, and maintenance free. However, limited research has been done to investigate the effectiveness of different curing compounds and their application technologies. No reliable standard testing method is available to evaluate the effectiveness of curing, especially of the field concrete curing. The present research investigates the effects of curing compound materials and application technologies on concrete properties, especially on the properties of surface concrete. This report presents a literature review of curing technology, with an emphasis on curing compounds, and the experimental results from the first part of this research—lab investigation. In the lab investigation, three curing compounds were selected and applied to mortar specimens at three different times after casting. Two application methods, single- and double-layer applications, were employed. Moisture content, conductivity, sorptivity, and degree of hydration were measured at different depths of the specimens. Flexural and compressive strength of the specimens were also tested. Statistical analysis was conducted to examine the relationships between these material properties. The research results indicate that application of a curing compound significantly increased moisture content and degree of cement hydration and reduced sorptivity of the near-surface-area concrete. For given concrete materials and mix proportions, optimal application time of curing compounds depended primarily upon the weather condition. If a sufficient amount of a high-efficiency-index curing compound was uniformly applied, no double-layer application was necessary. Among all test methods applied, the sorptivity test is the most sensitive one to provide good indication for the subtle changes in microstructure of the near-surface-area concrete caused by different curing materials and application methods. Sorptivity measurement has a close relation with moisture content and degree of hydration. The research results have established a baseline for and provided insight into the further development of testing procedures for evaluation of curing compounds in field. Recommendations are provided for further field study.

Portland Cement Concrete Patching Techniques vs. Performance and Traffic Delay, January 2004

Standards for the construction of full-depth patching in portland cement concrete pavement usually require replacement of all deteriorated based materials with crushed stone, up to the bottom of the existing pavement layer. In an effort to reduce the time of patch construction and costs, the Iowa Department of Transportation and the Department of Civil, Construction and Environmental Engineering at Iowa State University studied the use of extra concrete depth as an option for base construction. This report compares the impact of additional concrete patching material depth on rate of strength gain, potential for early opening to traffic, patching costs, and long-term patch performance. This report also compares those characteristics in terms of early setting and standard concrete mixes. The results have the potential to change the method of Portland cement concrete pavement patch construction in Iowa.

La quête du consentement éclairé en médecine comme construction sociale [The application of informed consent in medicine as social construction].

The aim of this article is to propose an anthropological point of view about informed consent in medicine. This quest for legitimacy should be read as a relational and social construction. In the heart of clinical complexity we find on one side various techniques employed by the medical community to validate research and to obtain the consent of patients. On the other side patients offer plural and subjective answers due to the doctor patient hierarchical and long relationship. Between constraints and freedoms, informed consent brings to light social relation.

Utility Cut Repair Techniques— Investigation of Improved Cut Repair Techniques to Reduce Settlement in Repaired Areas, December 2005

Pavement settlement occurring in and around utility cuts is a common problem, resulting in uneven pavement surfaces, annoyance to drivers, and ultimately, further maintenance. A survey of municipal authorities and field and laboratory investigations were conducted to identify the factors contributing to the settlement of utility cut restorations in pavement sections. Survey responses were received from seven cities across Iowa and indicate that utility cut restorations often last less than two years. Observations made during site inspections showed that backfill material varies from one city to another, backfill lift thickness often exceeds 12 inches, and the backfill material is often placed at bulking moisture contents with no Quality control/Quality Assurance. Laboratory investigation of the backfill materials indicate that at the field moisture contents encountered, the backfill materials have collapse potentials up to 35%. Falling Weight Deflectometer (FWD) deflection data and elevation shots indicate that the maximum deflection in the pavement occurs in the area around the utility cut restoration. The FWD data indicate a zone of influence around the perimeter of the restoration extending two to three feet beyond the trench perimeter. The research team proposes moisture control, the use of 65% relative density in a granular fill, and removing and compacting the native material near the ground surface around the trench. Test sections with geogrid reinforcement were also incorporated. The performance of inspected and proposed utility cuts needs to be monitored for at least two more years.

Iowa Construction Site Erosion Control Manual, 2006

The purpose of this Iowa manual is to serve as a guide, provide solutions, and offer suggestions on construction sites to comply with Iowa's current soil erosion and storm water runoff regulations. This need is particularly important when land undergoes a land use change. Information provided in this manual will be helpful to land owners, developers, consultants, contractors, planners, local government, as well as the general public. This manual is intended to provide techniques that will meet the mandates of current legislation. Innovations that will benefit the user and still provide effective control are encouraged.

Development of Updated Specifications for Roadway Rehabilitation Techniques, May 2011

As our nation’s highway system continues to age, asphalt maintenance and rehabilitation techniques have become increasingly important. The deterioration of pavement over time is inevitable. Preventive maintenance is a strategy to extend the serviceable life of a pavement by applying cost-effective treatments that slow the deterioration of pavement and extend its usable life. Thin maintenance surfaces (TMSs) are preventive maintenance techniques that can effectively prolong the life of pavement when applied at an opportune time. Common TMSs include bituminous fog seal, bituminous seal coat, slurry seal, cold in-place recycling (CIR), and micro-surfacing. This research project investigated ways to improve Iowa Statewide Urban Design and Specifications (SUDAS) and Iowa Department of Transportation (DOT) documents regarding asphalt roadway maintenance and rehabilitation. Researchers led an effort to review and help ensure that the documents supporting proper selection, design, and construction for asphalt maintenance and rehabilitation techniques reflect the latest research findings on these processes: seal coating, slurry sealing, micro-surfacing, and fog sealing. Full results of this investigation are included in this report and its appendices. This report also presents a summary of the recommendations based on the study results.

Bond Enhancement Techniques for PCC Whitetopping, HR-341, 1996

This research was initiated in 1991 as a part of a whitetopping project to study the effectiveness of various techniques to enhance bond strength between a new portland cement concrete (PCC) overlay and an existing asphalt cement concrete (ACC) pavement surface. A 1,676 m (5,500 ft) section of county road R16 in Dallas County was divided into 12 test sections. The various techniques used to enhance bond were power brooming, power brooming with air blast, milling, cement and water grout, and emulsion tack coat. Also, two sections were planed to a uniform cross-section, two pavement thicknesses were placed, and two different concrete mix proportions were used. Bond strength was perceived to be the key to determining an appropriate design procedure for whitetopping. If adequate bond is achieved, a bonded PCC overlay technique can be used for design. Otherwise, an unbonded overlay procedure may be more appropriate. Conclusions are as follows: (1) Bond Strength Differences - Milling increased bond strength versus no milling. Tack coat showed increased bond strength versus no tack coat. Planing, Air Blast and Grouting did not provide noticeable improvements in bond strength; nor did different PCC types or thicknesses affect bond strength significantly. (2) Structure - Structural measurements correlated strongly with the wide variation in pavement thicknesses. They did not provide enough information to determine the strength of bonding or the level of support being provided by the ACC layer. Longitudinal cracking correlated with PCC thicknesses and with planing. (3) Bond Over Time - The bond between PCC and ACC layers is degrading over time in the outside wheel path in all of the sections except tack coat (section 12). The bond strength in the section with tack coat was lower than the others, but remained relatively steady.

Asphalt Rubber Cement Concrete Webster County, HR-555, Construction Report, 1993

Discarded tires have become a major disposal problem in the U.S. Different techniques of recycling these discarded tires have been tried. The state of Iowa is currently evaluating the use of discarded tires ground into crumb rubber and blending it with asphalt to make asphalt rubber cement (ARC}. This was the sixth project this process has been used in. This project is located on US 169 from the east junction of IA 175 west and north to US 20. Only the binder course was placed this year with the surface course to be let at a later date. There are four test sections, two sections with conventional mixtures and two with ARC mixtures.

Evaluation of Changes in Productivity Resulting from Removal of Soil for Highway Construction, HR-186, 1981

Borrow areas are created where soil is removed to provide needed fill material for highway and other construction projects. Where these areas are located beyond the highway right-of-way, they must be restored and returned to useful purposes. In Iowa, borrow areas are often developed on agricultural lands and therefore, it is necessary to return them to agricultural uses whenever possible. This research project was established to evaluate the changes in row crop productivity where borrow is removed for highway construction. Secondly, several reclamation techniques were selected to be applied to borrow area research sites and the response of crops to each treatment will be evaluated. All borrow area research sites were selected in 1977 from Iowa Department of Transportation construction plans. The Audubon and Buchanan County sites were completed in the fall of 1977 and May 1978, respectively. Both were used for research in 1978, 1979, and 1980. The two remaining sites in Hamilton and Lee Counties were completed in the fall of 1978 and research was conducted at these sites in 1979, 1980, and 1981. In this report, the 1981 results from the Hamilton and Lee County borrow sites will be presented. Secondly, a summary of the three years of research from each borrow area will be presented along with specific and general conclusions from the research project.

Pilot Construction Project for Granular Shoulder Stabilization, TR-634, 2013

Granular shoulders need to be maintained on a regular basis because edge ruts and potholes develop, posing a safety hazard to motorists. The successful mitigation of edge-rut issues for granular shoulders would increase safety and reduce the number of procedures currently required to maintain granular shoulders in Iowa. In addition, better performance of granular shoulders reduces the urgency to pave granular shoulders. Delaying or permanently avoiding paving shoulders where possible allows more flexibility in making investments in the road network. To stabilize shoulders and reduce the number of maintenance cycles necessary per season, one possible stabilizing agent—acidulated soybean oil soapstock—was investigated in this research. A pilot testing project was conducted for selected problematic shoulders in northern and northeastern Iowa. Soapstock was applied on granular shoulders and monitored during application and pre- and post-application. Application techniques were documented and the percentage of application success was calculated for each treated shoulder section. As a result of this research, it was concluded that soybean oil soapstock can be an effective stabilizer for granular shoulders under certain conditions. The researchers also developed draft specifications that could possibly be used to engage a contractor to perform the work using a maintenance-type construction contract. The documented application techniques from this project could be used as guidance for those who want to apply soapstock for stabilizing granular shoulders but might not be familiar with this technique.

Pressure Relief and Other Joint Rehabilitation Techniques, HR-1042, 1987

A study of four major concrete pavement joint rehabilitation techniques has been conducted, including: pressure relief joints, full-depth repairs, partial-depth repairs and joint resealing. The products of this research include the following for each technique: a summary of published research, detailed documentation of the design and performance of the 36 projects, conclusions and recommendations of the state highway engineers panel, "Design and Construction Guidelines" and "Guide Specifications." The latter two products are prepared for use by state highway agencies. The results of this study are based upon a review of literature, extensive field surveys and analysis of 36 rehabilitation projects, and the experience of an expert panel of state highway engineers.

Reduction of Concrete Deterioration by Ettringite Using Crystal Growth Inhibition Techniques: Part II Field Evaluation of Inhibitor Effectiveness, TR-469, 2004

The effects of diethylenetriaminpenta(methylenephosphonic acid) (DTPMP), a phosphonate inhibitor, on the growth of delayed ettringite have been evaluated using concrete in highway US 20 near Williams, Iowa, and the cores of six highways subject to moderate (built in 1992) or minor (built in 1997) deterioration. Application of 0.01 and 0.1 vol. % DTPMP to cores was made on a weekly or monthly basis for one year under controlled laboratory-based freeze-thaw and wet-dry conditions over a temperature range of -15 degrees to 58 degrees C to mimic extremes in Iowa roadway conditions. The same concentrations of phosphonate were also applied to cores left outside (roof of Science I at Iowa State University) over the same period of time. Nineteen applications of 0.1 vol. % DTPMP with added deicing salt solution (about 23 weight % NACL) were made to US 20 during the winters of 2003 and 2004. In untreated samples, air voids, pores, and occasional cracks are lined with acicular ettringite crystals (up to 50 micrometers in length) whereas air voids, pores, and cracks in concrete from the westbound lane of US 20 are devoid of ettringite up to a depth of about 0.5 mm from the surface of the concrete. Ettringite is also absent in zones up to 6 mm from the surface of concrete slabs placed on the roof of Science I and cores subject to laboratory-based freeze-thaw experiments. In these zones, the relatively high concentration of DTPMP caused it to behave as a chelator. Stunted ettringite crystals 5 to 25 micrometers in length, occasionally coated with porlandite, form on the margins of these zones indicating that in these areas DTPMP behaved as an inhibitor due to a reduction in the concentration of phosphonate. Analyses of mixes of ettringite and DTPMP using electrospray mass spectrometry suggests that the stunting of ettringite growth is caused by the adsorption of a Ca2+ ion and a water molecule to deprotonated DTPMP on the surface of the {0001} face of ettringite. It is anticipated that by using a DTPMP concentration of between 0.001 and 0.01 vol. % for the extended life of a highway (i.e. >20 years), deterioration caused by the expansive growth of ettringite will be markedly reduced.