University of Nevada, Reno scientists and engineers collaborating on seismic survey for earthquakes

Source: University of Nevada, Reno scientists and engineers collaborating on seismic survey for earthquakes | University of Nevada, Reno University of Nevada, Reno scientists and engineers install equipment at Reno Fire Department's Station 5 on Mayberry Drive as part of a seismic study using fiber-optic cable that runs six miles from downtown Reno to west of Reno. A team of scientists and engineers from the University of Nevada, Reno are installing earthquake sensors above ground along a six-mile stretch of an existing fiber-optic telecommunication cable buried under Reno to develop a rigorous and efficient system for subsurface imaging at the large scale, and detecting earthquakes using laser and fiber-optic technology. "We'll be recording seismic signals generated by passing planes, trains and automobiles along the six-mile stretch of currently unused, buried optical fiber that runs west from Virginia Street along California Avenue and on to Mayberry Drive," Scott Tyler, professor of geological sciences and a leading expert in fiber-optic/laser sensing systems, said. "As the vibrations from the transportation system pass through the underlying geology, it causes a very small change in the optical fiber’s length, which can be recorded from the start of the fiber on South Virginia Street, using a laser-based system called Distributed Acoustic Sensing or DAS." The team, led by Elnaz Seylabi, an assistant professor in the civil and environmental engineering department, is also installing three-component high-resolution seismometers along the cable in the study area to compare traditional methods with the new DAS technology that sends a pulse of laser light through the cable and measures the perturbations in the backscattered light from every point along the cable. The fiber optic system is sensitive enough to detect footsteps as well as jet airplanes that fly by. "Instead of using thousands of geophones to measure ground vibration [...]

Soil Nail Walls Design and Construction

Source: Soil Nail Walls - Design and Construction -NEW (7003IW2022) INSTRUCTOR:  Naresh Samtani, Ph.D., P.E., D.GE, F.ASCE Participants will have access to the virtual workshop video archives and materials for 60 days from the start day of the workshop. Virtual Workshop Brief Using a collaborative and interactive learning approach, this virtual workshop will help you understand the design and construction aspects for soil nail walls. You will learn newer design approaches based on the LRFD platform that is the basis for guidelines for soil nail walls by the American Association of State Highway and Transportation Officials (AASHTO) and the Federal Highway Administration (FHWA). The workshop will help you assimilate the design and construction aspects through active participation by frequent interactions throughout the workshop and real-time expert feedback. The interactions will facilitate a better understanding of the nuances of the newer design principles which would help you avoid costly design errors in real-world projects. In between the two live sessions, attendees will independently work on an application (e.g., exercises) or a reflection (e.g., reading) assignment. Learning Outcomes Upon completion of this course, you will be able to: Explain the terminology for soil nail walls Explain design of soil nail walls using principles of limit state design Explain the essential elements of construction Recognize construction procedures and influence on wall design and performance Explain the importance and concepts of nail testing Identify necessary characteristics of software tools Explain corrosion considerations Discuss facing (shotcrete) analysis Identify the necessary information on plans and specifications Benefits for Participants Become familiar with the latest limit state design approaches and standards for soil nail walls Avoid common pitfalls and costly errors in analysis and design Be able to categorize and streamline limit state evaluation Recognize the importance of considering construction as part of overall design process Assessment of [...]

Breaking Uncommon Ground in the Kansas Countryside

Source: Breaking Uncommon Ground in the Kansas Countryside - Alpha-Omega Geotech, Inc. Look beyond I-435 to the west of Kansas City’s urban core and you’ll see a surge of new commercial development taking shape. It’s not all typical, flat farmland and turning it into opportunity requires a strategic approach. Before you put together plans for a construction project, consider a few pointers based on our experience. Don’t Be Surprised by a Predictably Unpredictable Subgrade. Be careful not to make assumptions about what’s just below the surface and deeper down, especially along K-10 in the vicinity of Lenexa. Every potential build site is different to some degree and variations from site to site can be substantial. Much of the landscape is hilly, and history has left behind miscellaneous man made factors that will impact everything from site selection to construction. Decades of variables ranging from undocumented subgrade material, buried trees and buried gravel roads to improperly filled farm ponds lurk underground, even in areas that appear to be untouched. In addition, old limestone mines abandoned as far back as the 1980s wind through the area and present ongoing challenges for developers. The proximity of mines isn’t necessarily a deal breaker when it comes to project site selection, but you’ll need to clearly understand the limitations of the subgrade above and around them. You’ll also need to be on the lookout for mine spoils material carved out over the years and buried for disposal. Uncovering subgrade wildcards and narrowing site selection is only possible through an extensive investigation. A precise boring plan with thorough soil testing will be critical in the hunt for a project site that’s feasible in context of your timeline and budget. Make sure your geotechnical engineering partner knows exactly how you expect foundations to perform so that they can pinpoint [...]

WIU Graduates First Civil Engineering and Electrical Engineering Students

Source: WIU Graduates First Civil Engineering and Electrical Engineering Students Associate Professor of Engineering Blair McDonald and Jeremy May, new alumnus of WIU Civil Engineering MACOMB, IL - - The Civil Engineering and Electrical Engineering programs on Western Illinois University's Quad Cities campus have marked their first graduates. Jeremy May, of Geneseo, IL, received his degree in Civil Engineering, and Dakota Wilson, of East Moline, IL; Jeffrey Latham, of Davenport IA; and Travis Ohlsen, of Moline IL received their degrees in Electrical Engineering in May. In Spring 2019, the Illinois Board of Higher Education (IBHE) approved new degrees in Electrical Engineering (EE) and Civil Engineering (CE) within the WIU School of Engineering, which began in Fall 2020. Western's Civil Engineering program prepares graduates to work in the structural, geotechnical, transportation and water resources areas of either government (local or federal) or private practice. While May is the first Civil Engineering graduate from this new program, several students have graduated in recent years with a civil engineering emphasis, and all are now working with companies such as Shive-Hattery, Inc., Bruner, Cooper & Zuck, Inc., the US Army Corps of Engineers and Illinois Department of Transportation. Many WIU Engineering graduates have gone on to obtain their professional licensures, which involves a four-year process following graduation. Electrical Engineering develops students' knowledge of rapidly expanding technologies in electricity, electronics and electromagnetism. One of the requirements of an EE degree is to take an additional math course, Linear Algebra, which allows all EE students to automatically obtain a minor in Mathematics. Latham, Ohlsen and Wilson all make up the EE Senior Design Team for an Autonomous Tracked Vehicle. Latham plans to continue his education with the University of Arizona's Engineering-Robotics and Automation graduate program. Ohlsen recently completed his internship with KONE Escalator Supply Unit and began working full [...]

Lake Michigan coastline erosion research brings in new data and diplomacy

Source: Lake Michigan coastline erosion research brings in new data and diplomacy | Illinois-Indiana Sea Grant The town of Beverly Shores includes part of the Indiana Dunes National Park. (Photo credit: David Mark, Pixabay) The record high Lake Michigan water levels in 2020 were even more dramatic if you consider that the lake had near record low levels as recent as 2013. “That’s a lot of pressure on the shoreline,” said Cary Troy, Purdue University civil engineer. “There’s really no precedent in terms of ocean coastlines for what the Great Lakes are going through related to water level fluctuations.” In addition to lake levels, beaches are impacted by large storms and barriers, piers, and other human interventions. Troy is part of a sweeping study funded through Illinois-Indiana, Michigan and Wisconsin Sea Grant programs to assess Lake Michigan coastal erosion levels, causes, and management options from physical, social and community perspectives. The two-year project that began in 2020 is led by Troy, Guy Meadows with Michigan Technological University and Chin Wu at the University of Wisconsin-Madison. Miles Tryon-Petith, Chin Wu’s civil and environmental engineering Ph.D. student from UW-Madison is working on mounting the real-time camera to record bluff movement in Mequon, Wisc. (Photo courtesy of Wisconsin Sea Grant.) The research will focus on three coastal communities that offer the opportunity for scientists to track and measure erosion on different beach features—the bluffs at Concordia University in Wisconsin, the shoreline of South Haven, Michigan, and the dunes at Beverly Shores in Indiana. Part of the beach in the small town of Beverly Shores is in the Indiana Dunes National Park—there, the research team can learn more about how nature responds to water level changes and storm events. Troy also wants to study coastal sites where people have added structures to the landscape. He’s [...]

By |September 22nd, 2021|Geotechnical Wisconsin, Madison, Geotechnical Indiana, West Lafayette, Environmental Indiana, Geotechnical Illinois, Geotechnical Michigan|Comments Off on Lake Michigan coastline erosion research brings in new data and diplomacy

Reusable Ionic Liquid from Coal Fly Ash Enables Extraction of Rare Elements

Source: Reusable Ionic Liquid Enables Extraction of Precious Rare-earth Elements from Coal Fly Ash | School of Civil and Environmental Engineering Turnipseed Family Chair and Professor Ching-Hua Huang, left, and Ph.D. candidate Laura Stoy, right, published research outlining a new method for extracting rare-earth elements from coal fly ash.  By Melissa Fralick  Researchers from Georgia Tech’s School of Civil and Environmental Engineering have discovered a way to extract rare-earth elements—essential ingredients for nearly all modern electronics—from the ash left behind at coal-burning power plants using a non-toxic ionic liquid. In a paper published in ACS’s Environmental Science and Technology on June 23, the Georgia Tech researchers showed that by applying an ionic liquid directly to solid coal fly ash, rare-earth elements can be successfully removed in a safe process that creates little waste. The study is co-led by Ching-Hua Huang, a professor of environmental engineering and Ph.D. candidate Laura Stoy. A third co-author, Victoria Diaz, is an undergraduate student who joined the lab as part of Georgia Tech’s Summer Undergraduate Research in Engineering/Sciences (S.U.R.E.) program. Rare-earth elements (REEs) are a set of 17 elements that are utilized to make everything from permanent magnets in windmills to LED screens for computers and smart phones. While rare-earth elements aren’t as scarce as their name implies, only a few locations around the globe have deposits large enough to mine directly. Many of these reserves are in politically sensitive locations, resulting in global supply chain tensions. “Right now, China produces over 80 percent of the world’s supply of rare-earth elements, meaning that if something were to happen to disrupt the global supply chain— like a ship getting stuck in the Suez Canal, or a pandemic, or a trade war with China—United States manufacturing might be cut off,” Stoy said. “Our work is one of many efforts to secure a [...]

UD researchers study climate change impacts on soils at military installations

Source: The Ground Underfoot - Civil and Environmental Engineering UD researchers study climate change impacts on soils at military installations We walk over it, drive over it and build on it. Yet, it is probably safe to say, most of us rarely think about the ground beneath our feet. Underneath the grass, concrete, asphalt and other materials in our built environment, however, soil provides structure and stability for what lies above. The United States military wants to understand the role that climate impacts, such as flooding, storm surge or sea level rise, will have on soils at its coastal military bases and facilities, which are critical to national security. Soil conditions can affect the integrity of the ground underpinning buildings, roads, bridges and more. For example, if a soil’s pH were to rise significantly, due to increased salt content-containing ions such as sodium from storm surge, it could create saline conditions that could hamper the ground’s ability to support this necessary infrastructure. Understanding these threats will enable faster and more accurate routing and maneuverability for U.S. forces. The Delaware Environmental Institute (DENIN) is collaborating with the Engineer Research and Development Center (ERDC) of the U.S. Army Corps of Engineers and Louisiana State University to understand how vulnerable military installations along coasts may be affected by soil changes due to sea level rise and coastal flooding. DENIN has received $3.79 million in first- and second-year funding from the U.S. Department of Defense to start this work, and is eligible for an additional $3.82 million in continued funding over the following two years. Led by DENIN Director Don Sparks, Unidel S. Hallock du Pont Chair of Soil and Environmental Chemistry in UD’s Department of Plant and Soil Sciences, the UD effort includes interdisciplinary collaboration with Yan Jin, Edward F. and Elizabeth Goodman Rosenberg Professor [...]

ASU Receives Western States Seismic Policy Council Award in Excellence

Source: Sustaining solid ground | ASU News   A team of faculty members and students in the Ira A. Fulton Schools of Engineering at Arizona State University contributed to a major geotechnical engineering field research project recently recognized with a 2021 Western States Seismic Policy Council Award in Excellence. Associate Professor Leon van Paassen led the group from ASU’s Center for Bio-mediated and Bio-inspired Geotechnics, in a collaboration with researchers from Portland State University and the University of Texas at Austin. The endeavor has been funded by the Natural Hazard Engineering Research Infrastructure program of the National Science Foundation. Recent ASU civil engineering doctoral graduate Elizabeth Stallings Young (second from the right) is shown with Portland State University students and staff members involved in characterizing soils near the Portland International Airport, one of two main sites for a major soil liquefaction research project supported by the National Science Foundation. Van Paassen and Professor Edward Kavazanjian, director of the Center for Bio-mediated and Bio-inspired Geotechnics, have collaborated on projects to reduce the impact of earthquakes on soils. One of these aftereffects is liquefication, or the process by which soil saturated with water loses strength, which can lead to ground failure. ​The multi-university project involves microbially induced desaturation — called the MID technique — for mitigation of earthquake-induced liquefaction in silty soils. Photo by Leon van Paassen/ASUDownload Full Image Seeking earthquake and engineering solutions The work has included treating two test sections located within the Port of Portland Critical Energy Infrastructure hub (the Harborton site) and adjacent to Portland International Airport (the Sunderland site). The map shows two sites in the vicinity of Portland International Airport and the Port of Portland Critical Energy Infrastructure hub that are test sections for the research to develop techniques for reducing soil damage as a result of earthquakes. Map courtesy of Portland State University There, researchers monitored the treatment performance and [...]

Using Torque Testing for Better Designs

Source: Using Torque Testing for Better Designs All Engineers can relate to an experience we’ve had where what we designed was not how it turned out in “the real world”. Rarely does a project end up being exactly as what we put down on paper. Soil testing for foundation supports is no exception and unfortunately these differences almost never end on the positive side of a cost estimate. One way to mitigate those differences is to use a testing process which directly relates with the type of foundation being used. For helical piles, while there are well-established trends between ASTM D1586 N60 blow count N values and potential pile length, even the slightest variations in testing methods and/or soil description can create significant differences in the “design” versus “reality”. The more accurate method for a helical pile foundation design would be to do actual torque tests (a.k.a. helical probe tests) at the site. While most designs initially begin with a Geotechnical Report including boring logs, for helical piles using an actual torque test prior to start of work instead will provide a much more accurate picture of soil capacity and allow for a finite design. Even with boring logs and N60 blow counts being used for preliminary designs, a torque test can be used to “fine-tune” the foundation design. Many owners might think that the additional cost associated with a site torque test, albeit nominal, is not needed. However, time and time again, the small additional cost has proven to save substantial money on the foundation project by allowing the engineer to confirm and enhance their foundation design. In addition, site torque tests can be incorporated directly into a design created in the HeliCAP® v3.0 Helical Capacity Design software to provide real time updates to designs giving better solutions with more confidence. Adding actual [...]

2021 Erosion and Sediment Control Field Days

The Southern New England Chapter of the Soil and Water Conservation Society (SWCS) is hosting a 2021 Erosion & Sediment Control Field Days on Wednesday October 6th & Thursday October 7th. It will be a hybrid experience combining virtual presentations, hands-on experience, and outdoor demonstrations. Attending both sessions as a registered attendee, 6.5 hours of continuing education credits will be available. There is a 100% virtual option as well.

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