‘Informal Travel’: A New Conceptualization of Travel Patterns?

Abstract

In transportation, informal transport refers mainly to the use of paratransit services in the developing world. In this paper we argue that informal travel may include, in addition to mode and users, also other travel pattern elements, such as trip planning, structure, purpose, and destination. Each of these can be placed along an axis ranging from formal manifestations to informal ones, thus creating a ‘formality scale’. Moreover, these elements may be combined in numerous ways, creating a multitude of travel patterns that may be placed all along the formality scale. After providing a definition of formal, semi-formal, and informal travel and characterizing travel patterns according to the formality scale we identify population groups which exemplify semi-formal and informal travel patterns. Next, we analyze the 2009 US National Household Travel Survey, which suggests informal travel may be growing. This leads to a discussion on various factors that might affect travel formality. Most notably, the growing use of information and communication technologies may be shifting travel toward the informal end of the axis. In turn, this might affect trip symmetry, which may result in further effects on the transportation system.     

Mechanical Behaviors and Design Parameters of Segmental Tunnel Linings with New Type of Joints北大核心CSCD

Segmental linings in shield tunnelling are composed of segments and joints. Mechanical behaviors of the joints govern overall behaviors of tunnel linings. Two new types of joints are adopted in Shanghai Metro Line 18, including the fast-insertion joints for adjacent rings, and the fast-slide joints for adjacent segments. In order to explore the overall behavior of segmental linings with these new types of joints, the full-scale tests are carried out for new lining structure with aligned and staggered longitudinal joints. The mechanical behaviors of the tunnel linings under different loading conditions are obtained. Furthermore, the calculation models of the tunnel linings are discussed, and regarding the modified routine method, the structural design parameters under different loading conditions are calculated, which provides a reference for the design and the comparison of the assembly method of the tunnel linings with new types of joints. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

New routes on old railways: increasing rail’s mode share within the constraints of the existing railway network

This paper describes an integrated methodology for identifying potential ‘quick wins’ for mode shift from road to passenger rail transport. Firstly, a procedure for analysing rail’s relative competitiveness in the market for passenger transport between large urban areas is developed and then applied to a UK case study. The purpose of such analysis is to allow the identification of flows where rail is currently relatively uncompetitive (in terms of journey time in particular) and to assess the reasons for this poor performance, so that the issues which suppress rail use may be addressed. In parallel, a framework, methodology and tool for the assessment of existing and potential capacity (trains, seats, TEUs, etc.) is developed for both passenger and freight traffic, to identify and address network constraints. An illustrative example of the use of these demand and capacity assessment tools is then presented, with the tools used to identify and evaluate flows where rail demand is suppressed by poor service quality and where spare capacity exists which would allow the passenger rail service to be improved without requiring significant investments in infrastructure. The effects of such improvements on demand are predicted, and the cost implications of operating such additional services are discussed. The analysis suggests that there may be significant potential for increasing rail’s mode share by providing additional inter-urban services where rail currently offers an inferior service.     

依维柯New Eurocargo成功加冕“2016国际年度卡车”

<正>年度国际最佳卡车(ITOY)是每年颁发给去年推出的并以公路运输效率贡献最大的卡车。11月17日,2016年的大奖名单刚刚在法国里昂公布,依维柯新款Eurocargo从多名强力对手中脱颖而出,以101票的成绩夺得"2016国际年度卡车"(Truck of the year 2016)殊荣。这是依维柯在过去4年中第4次斩获年度车型大奖,彰显了依维柯对技术创新的不懈追求、对降低全生命周期成本和道路运输可持续发展的不断关注。     

依维柯全新New Eurocargo为什么会被称为“改装专家”?

正2017第17届国际消防设备技术交流展览会(CHINA FIRE2017)于2017年9月5-8日在京隆重举行。世界著名的全系列商用车制造商和全系列消防车底盘制造商——依维柯携New Eurocargo和New Daily两款明星车型亮相,其中全新New Eurocargo系在中国首次发布,并成为展会的亮点之一。依维柯自2012年向中国市场引入全系进口车型,领先技术和卓越性能获得了中国商用车市场的广泛赞誉,其中进口轻型底盘New Daily和中重型底盘Eurocargo以超强的改装     

Dynamic Evaluation of Reliability and Stability of the Primary Support of a Tunnel北大核心CSCD

The evaluation of the stability of a tunnel’s primary support is a crucial component of ensuring the safety of subsequent construction. In light of the measured clearance displacements of the Wushishan Tunnel, the reliabili-ty of the primary support is evaluated dynamically and the design of the support structure is optimized. The research results show that full displacement and ultimate displacement are two main parameters for tunnel reliability analy-sis: the former can be obtained by positive and negative analysis, and the latter can be acquired by simulating a field measurement of displacement. It is not sufficient to apply the data specified in the code for railway tunnel design re-liability regarding determination of the reliability of a road tunnel structure using reliability theory, and it is neces-sary to use reliability theory to amend the standard of allowable empirical displacement in the Code of Road Tunnel Design. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Mobilizing meanings of mobility: car users’ constructions of the goods and bads of car use

When car users’ are questioned about the advantages and disadvantages of car use the focus should not be on what they say, but on how they present their arguments to the interviewer. This paper shows such arguments can differ in kind. Swedish car users present the advantages––such as ‘time-saving’––by referring to personal and direct experience. The disadvantages are of two kinds. Some are related to direct experience, such as ‘costs’. Some are made credible by reference to public discourse, notably ‘environmental degradation’. This indicates that the facts about the advantages and environmental impacts are constructed in different ways. Facts about the advantages and some of the disadvantages are constructed in a direct and unreflexive way, situated in practical actions, and leave little room for negotiation. Facts about environmental impacts are constructed by others in a distanced and reflexive process, situated in laboratories, etc. Car users adopt these facts through various media. While the arguments on the advantages of car use are presented as unquestionable and absolute, scientific facts about the negative effects of car use are presented as relative and negotiable. This should be seen as a possible explanation why people do not reduce their own car use, although they say that car use in general ought to be limited.     

Sensitivity Analysis of the Influence of External Wall Insertion Ratio on Deformation of Pit-in-Pit北大核心CSCD

Adopting Hardening-Soil finite element model based on soil unloading conditions, the influence of external wall insertion ratio on deformation of retaining structure and soil was studied taking the foundation pit of a metro transfer station of Suzhou metro line 1 as background. The results show that the maximum lateral displace- ment of external wall decreases with an increase of insertion ratio within the range of 30-35 mm, and the lateral de- formation at the foot of wall increases significantly in a linear form; the lateral deformation at the top of internal wall obviously increases linearly, while the maximum of lateral wall deformation of wall body increases slowly and there is almost no change at the bottom of wall; the uplift at the internal pit bottom is more than 90 mm and it is slightly effected by the insertion ration of external wall while the uplift at the external pit bottom is more than 70 mm and it increases with an decrease of the distance away from the external wall; soil mass settlement at the back of the exter- nal pit is obvious and it decreases with an increases of insertion ratio of external wall within the range 14 m away from the external wall, and the settlement reaches the maximum when the insertion ratio of external wall is 0.25 while the tendency of settlement develops reversely when the distance from the external wall is beyond 14 m. To en- sure the safety and reduce environmental impact, it is significant to determine a reasonable insertion ratio of exter- nal wall regarding the pit-in-pit excavation. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

HMB Reflectors: A New Horizontal Retro‐reflecting System to Improve Safety at Pedestrian Crossings

Abstract

Each year more than 1000 pedestrians are injured in accidents on pedestrian crossings in Switzerland. The accidents often occur in darkness, twilight or poor visibility during rain at locations without sufficient public street lighting because vehicle drivers notice the pedestrian crossing too late or overlook it altogether. Pedestrian crossings can be made significantly easier for vehicle drivers to recognize at night and in poor visibility by means of HMB reflectors. When crossing sites are made more conspicuous with high horizontal retro‐reflecting markers, the readiness to stop increases. The reflectors can thus contribute to improving road safety at pedestrian crossings. This new low‐cost measure has a wide range of applications. The new reflector system is currently gaining ground in Switzerland and several other European countries.     

Study of the Settlement Control of Deformation Joints of Tunnels Passing Closely under the Existing Station北大核心CSCD

The newly-built tunnel passing closely under the existing station will inevitably lead to settlement of the existing station, and especially deformation joints are prone to differential settlement. Based on the Suzhoujie Station of Beijing Subway Line 16 passing closely under the existing Line 10, this paper analyzes the overall settlement of the existing station and the differential settlement at deformation joints through a combination of field measurement and numerical simulation. The study results show that installing jacks significantly prevents the settlement of the existing station, after installation of jacks the settlement of the existing station is reduced by about 58%, and the jacking force of the jack shall be controlled between 180-450 t; the impact of construction on the single-deck station structure side at deformation joints is greater than that on the double-deck station structure side, the stress on the socket is gradually increased with the excavation of the lower tunnel, and reduced after installation of jacks, indicating that the jack can effectively reduce the tensile stress of the existing station and maintain the safety of the existing station; with the action of the jacking force of jacks, the settlement curve of the existing station presents a stepwise change at the jack installation points, while the upper ground surface settlement is relatively uniform. © 2022, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

EFECT – evaluation framework of environmental impacts and costs of transport initiatives

EFECT is a generalised methodological framework for evaluating the impacts resulting from transportation projects with a specific orientation to environmental impacts. The innovative aspect of the methodological framework is the combination of Multi-Criteria Analysis (MCA) with Cost-Benefit Analysis (CBA) methods to come up with an overall assessment of transport initiatives’ impacts over different geographical regions and time periods. Thus, it addresses both spatial and time impacts of transportation networks for all modes. The framework comprises four steps: structuring, weighting, rating, and exploring. Uncertainty is explicitly treated in the framework through fuzzy sets or, indirectly, through sensitivity testing. EFECT, using an additive function combining MCA and CBA methods, provides simplicity and intuitive understanding of results. This allows the use of either a core approach with a basic set of criteria and weights, or the application of a more detailed evaluation, when needed. The way EFECT is applied and the results produced are presented through a case-study example.     

Influence of Light Distribution and Installation Style of Luminaires on Power Consumption and Lighting Effect of Tunnel Lighting北大核心CSCD

Light distribution (LD) and installation style of luminaires affect the utilization factor (UF) of luminaires, and the UF affects the luminaire power and road pavement illuminance and further the power consumption of illu- minating system and the luminous effect of road pavement. An UF model of tunnel lighting was established based on the luminaire LD data and installation parameters, in which four LD styles were adopted. For each LD the parame- ters optimization and simulation were conducted regarding four installation styles, e.g. central style, offset-of-vault style, symmetric style and staggered style. The energy-saving and the lighting effects of each LD and luminaire in- stallation style at the tunnel middle zone were studied. The results show that symmetric luminaire installation is the most energy-saving style and has the best lighting effect than the other three luminaire installation styles; the lighting effect of central luminaire installation is the second best; staggered luminaire installation is the most energy-intensive style and has the worst lighting effect except for some special-shaped LD; waterdrop-shaped LD is the most suitable one along transverse direction of tunnel and applicable to the central, offset-of-vault and symmetric luminaire instal- lation styles; symmetric butterfly-shaped LD is the most suitable one along longitudinal direction of tunnel and appli- cable to the central, offset-of-vault, staggered and symmetric luminaire installation styles; with waterdrop-shaped LD along transverse direction and symmetric butterfly-shaped LD along longitudinal direction, they are suitable for the above four luminaire installation styles, and have better energy-saving and lighting effect; as for the LD with symmetric and oblique curve, it’s better for the profile of oblique luminaire distribution to be comply with that along tunnel transverse direction, and it is suitable for the symmetric and offset-of-vault luminaire installation styles. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Analysis of the Circulation System of a Slurry Shield and the Muck Carrying Ability of a Dredging Pipe北大核心CSCD

The circulation system of a slurry shield is composed of a transportation system and a processing system.For shield construction, correct selection of the circulation system for the slurry shield is directly related to construc-tion speed. Using the Nanjing Yangtze tunnel as an example, the material balance calculation of the circulation sys-tem, sieving effect analysis, and analysis of the muck carrying ability of the dredging pipe are conducted for various strata. The practical results show that above mentioned calculations and analysis method provide a good reference for the proper selection of a slurry separation system and dredge pipe. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Analysis of the Circulation System of a Slurry Shield and the Muck Carrying Ability of a Dredging Pipe北大核心CSCD

The circulation system of a slurry shield is composed of a transportation system and a processing system.For shield construction, correct selection of the circulation system for the slurry shield is directly related to construc-tion speed. Using the Nanjing Yangtze tunnel as an example, the material balance calculation of the circulation sys-tem, sieving effect analysis, and analysis of the muck carrying ability of the dredging pipe are conducted for various strata. The practical results show that above mentioned calculations and analysis method provide a good reference for the proper selection of a slurry separation system and dredge pipe. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Transportation––economic aspects of Roman highway development: the case of Via Appia

The ancient Romans built an excellent system of roads, the development of which required systematic planning, creative design and high-quality construction and maintenance capabilities. At the empire’s peak about 85,000 km (53,000 miles) of road connected the capital Rome with its far-away frontiers. Twenty-nine major public roads radiated from Rome, the most famous of which was Via Appia (The Appian Way), also called the “queen of roads”. Built in 312 BC, it is the most illustrious example of Roman civil engineering skills; small sections of it are still in use today. What were the major reasons underlying this (and similar) massive and costly undertakings? How was it constructed so as to last for so many centuries? How much real resources were invested in its construction and what were the principal benefits? These are the main questions that this study aims to examine.     

An analysis of the social context of children’s weekend discretionary activity participation

This paper examines the discretionary time-use of children, including the social context of children’s participations. Specifically, the paper examines participation and time investment in in-home leisure as well as five different types of out-of-home discretionary activities: (1) shopping, (2) social, (3) meals, (4) passive recreation (i.e., physically inactive recreation, such as going to the movies or a concert), and (5) active recreation (i.e., physically active recreation, such as playing tennis or running). The social context of children’s activity participation is also examined by focusing on the accompanying individuals in children’s activity engagement. The accompanying arrangement is classified into one of six categories: (1) alone, (2) with mother and no one else, (3) with father and no one else, (4) with both mother and father, and no one else, (5) with other individuals, but no parents, and (6) with other individuals and one or both parents. The utility-theoretic Multiple Discrete-Continuous Extreme Value (MDCEV) is employed to model time-use in one or more activity purpose–company type combinations. The data used in the analysis is drawn from the 2002 Child Development Supplement (CDS) to the U.S. Panel Study Income Dynamics (PSID). The results from the model can be used to examine the time-use choices of children, as well as to assess the potential impacts of urban and societal policies on children’s activity participation and time-use decisions. Our findings also emphasize the need to collect, in future travel surveys, more extensive and higher quality data capturing the intra- and inter-household interactions between individuals (including children). To our knowledge, the research in this paper is the first transportation-related study to rigorously and comprehensively analyze the social dimension of children’s activity participation.

Application of Chinese Characters in the Design and Construction of the Badaling Great Wall Station of the Beijing-Zhangjiakou High-Speed Railway北大核心CSCD

The new Badaling tunnel is the longest tunnel on the under-construction Beijing-Zhangjiakou highspeedrailway, with the Badaling Great Wall station to be built in the tunnel. This station, which is under the Badaling Great Wall historic site, is the world’s largest underground high-speed railway station with the most complicated structure and the largest overburden and excavation area. It is therefore a representative project for China’s highspeed railway development strategy, supporting infrastructure facilities for the Beijing Horticultural Expo 2019 and the 2022 Winter Olympics in Beijing, and it is important that it be of high quality and completed safely. In the de-sign and construction of the station, the glyphs of the Chinese characters of "中",”国”,”人”and”品”are used, re-spectively, along the station route, in the rescue and evacuation mode, auxiliary adit and partial excavation, which is a way to successfully integrate the art of Chinese characters into tunnel engineering. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Analysis of Responses of Pile Groups Due to Tunnelling during Excavation and Operation Periods Considering Rheological Behavior of Soft Soils北大核心CSCD

The additional pile responses due to the rheological behavior of the soil in the construction and operation periods of tunnelling are disadvantageous to the safety of the pile. However, among the current studies concerning with the rheological behavior of soft soil, the pile responses induced by the long-term settlement of 3D soil are seldom investigated. This paper mainly utilizes the finite difference software FLAC to discuss the pile response during excavation and operation periods considering rheological behavior of soft soil based on twostage analysis method. At the first stage, the displacement controlled method (DCM) is applied to simulate the short-time movement of soil during excavation period, the simulation results such as the shape of trough, pile responses such as pile deflection, settlement, axial force and bending moment are compared with the results of existing studies, and the numerical model is verified to be acceptable. At the second stage, the rheological behavior of soft soil is considered to estimate the long-term settlement of soil, the additional pile response is analyzed based on the CVISC model. Then, the influences of the four rheological mechanical parameters on the long-term soil settlement and pile responses are discussed and a fitting equation is proposed to estimate the long-term settlement of soil during the operation period. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Comparative Analysis of Calculation Methods for Jacking Force of Jacking Pipes北大核心CSCD

Jacking force is the most important parameter in jacking pipe engineering, and reasonable calculation of jacking forces plays an important role in safe and smooth pipe jacking construction. There are many calculation methods for pipe jacking force at present, and the calculation results may be affected to some extent by different cal⁃ culation methods. For this reason, calculation methods of jacking force (frictional resistance) were collected and a comparative analysis was conducted with aspects to the advantages, disadvantages and applicabilities. The results show that as for the jacking force calculated by empirical formulae, the soil layer classifications corresponding to giv⁃ en frictional force per unit area and relevant factors to be considered are different, and the values of frictional force per unit area between pipe and soil in the same soil layer are also different; as for the jacking force calculated by theo⁃ retical formulae, the calculation methods for vertical earth pressure at crown are different and much effected by the pipe buried depth; as for the jacking force calculated by numerical simulation, the selected theories for the simula⁃ tion program and the construction factors to be considered during simulation are different. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

The History of the Transport Future—Evaluating Dutch Transport Scenarios of the Past

Abstract

This paper examines 42 business‐as‐usual (BAU) scenarios for future transport and traffic development in the Netherlands from the period 1970 to 2000. An important aspect of these scenarios is that they indicate the potential future state of the transport system if the policies in place at the time continue unchanged, thus raising issues which may require a policy response. This paper shows that in most of the important BAU transport scenario results of the past in the Netherlands, such as future car use and transport emissions, the policy makers were not misled. The prognoses for traffic congestion are an important exception as they underestimated the congestion problems that would arise. This paper shows that, based on the research it examines, BAU transport forecasting is an inaccurate practice. It is recommended that the BAU scenario designer communicates this high inaccuracy, enabling the policy maker to include the inherent future uncertainty in their decision‐making.