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It is a daunting task for anyone to keep abreast of advances in science and technology, even in his or her chosen field of work. Yet, “the more you read, the more you know”… consistent perusal of current literature can keep our creativity machineries well-oiled and receptive to innovation. In recognition of this, we at EBA have created this technical digest. Every three months, we will provide you with reader-friendly abstracts of key articles that are important to you. Let the EBA technical digest educate and inspire you.
Volume 7, Issue 1
- Volume 7, Issue 1
Articles featured in this issue of the digest encompass an array of topics, from tips for the consulting engineer’s business practice to mathematical calculations for slope failure predictions.
ENGINEERING MANAGEMENT AND BUSINESS
The papers in this section are of relevance to the professional engineer who wants to improve his/her business acumen.
The first paper describes a book that is a manual about the importance of networking - for improving your interaction with clients and building your resume.
The second article emphasizes the importance of sound technical writing skills for all levels of engineers - with the interesting twist of being told from the perspective of communication teaching experts providing advice to other communication experts.
MINING AND METALLURGY
British Columbia shows its leadership capabilities as an environmentally-aware, pro-mining province in the following two papers.
The first article demonstrates the benefits attainable by consulting with Aboriginal people prior to developing a mining project. Engaging a concerned population in an important resource development project can be a win-win situation.
The next article describes a successful project that has been able to turn nickel mine rock waste into a profitable commodity, proving that one company’s trash can be another’s ~carbon-capturing~ goldmine.
TRAFFIC ENGINEERING AND ROAD SAFETY
Sometimes, the solution to one problem can become the cause of another. Such is the case of policy that mandated a reduction of the number of freight vehicles on roads, with the aim of reducing traffic congestion and emissions. Ultimately, this was accomplished by long haul transports traveling with shared loads. While this approach appeared sound, it has resulted in heavier-than-normal loads on the roadways, causing pavement damage—the maintenance of which may be resulting in more emissions than the extra trucks would have yielded.
On a positive note, the next article reviews a trade show, Intertraffic 2010, which took place from March 23-26, 2010. The show featured exhibits related to “traffic infrastructure, traffic management, road safety and parking”; more information can be found by perusing the show’s publication, “Intertraffic World” (available at: http://viewer.zmags.com/publication/58440222#/58440222/1).
ROAD ENGINEERING
The previous section of this digest discussed wear of pavements caused by increased load; the articles in this section are a logical follow-up to the pavement-load article.
In the first article, the authors describe a means of calculating the probabilistic “falling weight” evaluation of pavements, without damaging the pavement itself.
Pavements commonly fail by cracks that spread from load-wear. This second article simulates such crack propagation and examines the effects of parameters such as overlay and base thickness/stiffness.
The third article in this series examines (through mathematical modeling and literature review) the load transfer characteristics of the joint of an interlocking load transfer system for concrete pavements.
GEOTECHNICAL ENGINEERING
The final three articles deal with slope stability.
In the first paper, a “green” method for stabilization of slopes is evaluated quantitatively for safety.
The second paper delves deep into the math and physics behind slope stability predictions. The authors use a case study of slope failure in Norway to compare three methods of calculating the probability of slope failures.
The final paper in this series is an assessment of a soil-based retaining wall, conducted over the one and a half years following construction. Interestingly, this geogrid-reinforced wall has weak points similar to those seen in an unreinforced backfill retaining structure.
** Titles in green text are featured articles.
Engineering Management/Business
It's all about networking
Category: Engineering Management/Business
Authors: Smith, Nick
Source: Engineering and Technology, v 5, n 2, p 70-71, 2010
Abstract:
Nick Smith informs about a book, called 'How to Build Successful Business Relationships' to highlight the need for engineering managers to improve their networking skills. The book has been published by the IET as part of its Management of Technology series. It is a reference manual for how to develop social and professional network, increase interaction with colleagues and customers, and develop business contacts. It is essential for any professional who wants to improve such skills to realize ..... read more...
Breaking the rules: Teaching grammar
Category: Engineering Management/Business
Authors: Knievel, Michael1; Heaney, April; Van Baalen-Wood, Meg
Source: IEEE Transactions on Professional Communication, v 53, n 1, p 58-68, March 2010
Abstract:
Technical communication consultants steeped in conventional academic notions of writing pedagogy may encounter different assumptions about the nature of writing and the significance of grammar in writing instruction when they consult with professional engineers.
..... read more...
Mining and Metallurgy
Increasing the sustainability of a resource development: Aboriginal engagement and negotiated agreements
Category: Mining and Metallurgy
Authors: Fidler, Courtney
Source: Environment, Development and Sustainability, v 12, n 2, p 233-244, 2010
Abstract:
While the role Aboriginal people play in environmental governance programs are often underpinned by the Crown, Aboriginal peoples are ratifying negotiated agreements with mining proponents to ensure their issues and concerns are addressed. This paper examines Aboriginal participation in mine development to show how more inclusive social and environmental development models can support a more sustainable development. Through two complementary processes, negotiated agreements and environmental imp..... read more...
Revaluing mine waste rock for carbon capture and storage
Category: Mining and Metallurgy
Authors: Hitch, Michael; Ballantyne, Sheila M.; Hindle, Sarah R.
Source: International Journal of Mining, Reclamation and Environment, v 24, n 1, p 64-79, March 2010
Abstract:
Many mining wastes, especially those from the metal mining industry, have traditionally been treated as a matter of little or no value and in practice a cost burden. Some wastes, because of their reactivity characteristics, have emergent values that go beyond purely economic and into the environmentally beneficial realm. This article discusses the changing paradigm of mine waste management. Such fundamental parameters, such as cut-off grade and strip ratio, are positively impacted by the revalua..... read more...
Traffic Engineering / Road Safety
Unintended impacts of increased truck loads on pavement supply-chain emissions
Category: Traffic Engineering / Road Safety
Authors: Sathaye, Nakul; Horvath, Arpad; Madanat, Samer
Source: Transportation Research Part A: Policy and Practice, v 44, n 1, p 1-15, January,2010
Abstract:
In recent years, the reduction of freight truck trips has been a common policy goal. To this end, policies aimed at influencing load consolidation have been suggested and implemented, resulting in higher gross vehicle weights. The purpose of such policies has generally been to mitigate congestion and environmental impacts. However, trucks cause most of the damage incurred by pavements. The supply chain associated with pavement maintenance and construction releases significant air emissions, rais..... read more...
Celebrating innovation
Category: Traffic Engineering / Road Safety
Authors:
Source: Traffic Engineering and Control, v 51, n 2, p 62-63, February 2010
Abstract:
A visit to Intertraffic 2010 will provide a comprehensive overview of the latest industry trends and developments. Intertraffic Amsterdam is the world's largest international trade exhibition for traffic infrastructure, traffic management, road safety and parking. Intertraffic 2010 will have a different, extended hail configuration. The brand-new Elicium building will be the central hub of the Intertraffic floor layout. This real-time analysis tool allows road authorities to test road-marking pe..... read more...
Road Engineering
Comparative study of static and dynamic falling weight deflectometer back-calculations using probabilistic approach
Category: Road Engineering
Authors: Hadidi, R.; Gucunski, N.
Source: Journal of Transportation Engineering, v 136, n 3, 196-204, March 2010
Abstract:
The falling weight deflectometer (FWD) test is the most widely accepted and used technique for nondestructive evaluation of pavements. In this test, the pavement response to the impulse load of a falling weight is analyzed or back-calculated to evaluate the in situ pavement layer moduli. FWD back-calculation is mathematically an inverse problem that can be approached deterministically or probabilistically. In this paper, the probabilistic approach to FWD back-calculation is used as a tool to inv..... read more...
Simulation of top-down crack propagation in asphalt pavements
Category: Road Engineering
Authors: Luo, Hui; Zhu, Hong-Ping; Miao, Yu; Chen, Chuan-Yao
Source: Journal of Zhejiang University: Science A, v 11, n 3, p 223-230, March 2010
Abstract:
Top-down crack in asphalt pavements has been reported as a widespread mode of failure. A solid understanding of the mechanisms of crack growth is essential to predict pavement performance in the context of thickness design, as well as in the design and optimization of mixtures. Using the coupled element free Galerkin (EFG) and finite element (FE) method, top-down crack propagation in asphalt pavements is numerically simulated on the basis of fracture mechanics. A parametric study is conducted to..... read more...
Load transfer characteristics of aggregate interlocking in concrete pavement
Category: Road Engineering
Authors: Maitra, S.R.; Reddy, K.S.; Ramachandra, L.S.
Source: Journal of Transportation Engineering, v 136, n 3, 190-5, March 2010
Abstract:
This paper presents a finite-element model of a jointed concrete pavement with aggregate interlocking load transfer system. Interlocking mechanism has been modeled by a set of discrete springs. A new parameter “modulus of interlocking joint (Kj)” has been introduced to represent the load transfer characteristics of the interlocked joint. Guidelines have been proposed for the selection of the modulus of interlocking joint as a function of aggregate size and joint opening. Stiffness values for the..... read more...
Geotechnical Engineering
Quantifying the effect of brush layering on slope stability
Category: Geotechnical Engineering
Authors: Bischetti, G.B.; Chiaradia, E.A.; D'Agostino, V.; Simonato, T.
Source: Ecological Engineering, v 36, n 3, p 258-264, March 2010
Abstract:
Soil bioengineering techniques that use vegetation as a structural element gained popularity in the field of natural and man-made slope stabilisation due to their ability to combine safety and environmental conservation elements. In spite of such popularity, little research has been done to quantify their effect on slope stability. This work presents a simple scheme for the evaluation of the Factor of Safety for slopes reinforced by brush layering, which is one of the most common techniques adop..... read more...
Comparison of different probabilistic methods for predicting stability of a slope in spatially variable c- soil
Category: Geotechnical Engineering
Authors: Suchomel, R.; Masin, D
Source: Computers and Geotechnics, v 37, n 1-2, p 132-140, January,2010
Abstract:
Three probabilistic methods of different complexity for slope stability calculations are in the paper evaluated with respect to a well-documented case study of slope failure in Lodalen, Norway. A finite element method considering spatial random fields of uncorrelated parameters c (cohesion) and (friction angle) is taken as a reference for comparison with two simpler methods based on Taylor series expansion, known as first-order-second-moment (FOSM) methods. It is shown that the FOSM met..... read more...
Field behavior of a geogrid reinforced soil retaining wall with a wrap-around facing
Category: Geotechnical Engineering
Authors: Guangqing Yang; Junxia Ding; Qiaoyong Zhou; Baojian Zhang
Source: Geotechnical Testing Journal, v 33, n 1, GTJ102410 (6 pp.), 1 Jan. 2010
Abstract:
The earth pressure and deformation characteristics of a geogrid reinforced soil retaining wall were monitored during and for a period of 1.5 years after construction. Both vertical and lateral soil stresses were recorded with vibrating-wire earth pressure cells, and the reinforcement deformations were measured using flexible displacement sensors. The maximum vertical foundation pressure along the wall's reinforcements occurred at the center of the reinforcement, gradually decreasing towards the ..... read more...
Civil and Structural Engineering
Environmental Planning and Public Consultation
Geotechnical Engineering
Mining and Metallurgy
Road Engineering
Traffic Engineering / Road Safety
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