Geotechnical Idaho Archives - GEOTILL provides geotechnical, construction testing and Environmental services Indianapolis Indiana

Studying the ground under your feet: Interview with Taylor Hall about rock and soil stability

Source: Studying the ground under your feet: Science Moab speaks with Taylor Hall about rock and soil stability | Get Out & Go | moabsunnews.com Moab is renowned for its biological soil crusts, but what’s happening underneath all that crusty black — with the soil and rock itself? This week, we speak with geotechnical engineer Taylor Hall, owner of the Moab Geotechnical Group, about soil mechanics, engineering tools, and how he decided — at age 15, in a McDonald’s — to start working with the dirt. Science Moab: What is geotechnical engineering? Hall: Geotechnical engineering generally deals with rock and soil mechanics and physics: how those materials will respond to structures or just how they respond to gravity. We might look at something like a bridge to understand its foundations, or we might look at a landslide that gets triggered by natural causes. We’re fortunate to be able to come in there and tell you how things are responding and why and what to expect. Science Moab: How do you test soil? Hall: When geotechnical engineering got its feet in the 1940s and 1950s, they would sample soil by drilling a hole and driving a sampler into the ground using a fixed-weight hammer. Using that method, we were able to acquire a sample and get some resistance associated with that sample. That's much of what we do today, but we do it now because it's backed by 60 or 70 years’ worth of empirical relationships. Generally, you're only dealing with one or two such holes, and you have to use them to characterize a whole site. It's tough, but that's why I chose geotechnical engineering: because no two sites are the same. It provides the opportunity to really think on your feet. Science Moab: Once you’ve taken measurements, how do [...]

By kk42|October 15th, 2021|Geotechnical Kentucky, Geotechnical Arizona, Geotechnical California, Geotechnical Idaho, Geotechnical Montana, Geotechnical New York, Geotechnical Oregon, Geotechnical Utah, Geotechnical Wyoming|0 Comments

Going Deep to Anchor Pump Stations

Source: Going Deep to Anchor Pump Stations | WaterWorld Prime contractor Lakeshore Engineering used a crane with rigging to lower the Beretta T46 Drilling Rig into the excavation as UMA’s team provided direction. You need to build a stable foundation for improvements to a pump station but you’re located in a five-foot water table within proximity to a creek. How do you keep the foundation from rising? Georgia isn't the only place that struggles with a high water table. California, Arkansas, Texas, Nebraska, and Idaho all have large amount of groundwater. One Georgia county’s engineer chose to pin it down with rock anchors with the help of UMA Geotechnical Construction. Cherokee County Water and Sewerage Authority outsourced this pump station improvement project to Atlanta-based Lakeshore Engineering, a heavy civil contractor that focuses on industrial, municipal, and environmental projects. UMA served as the geotechnical subcontractor. Located within proximity to Blankets Creek in Canton, Georgia, the water table is known to fluctuate. UMA’s sole function was to install a rock anchor system to keep the pump station’s concrete slab pinned down. The components to be built on top of the slab would be a diesel engine-driven centrifugal pump and a concrete cast-in-place emergency storage tank. “The rock anchors are there for when the structure is empty,” explains UMA’s senior engineer and estimating manager Mitch Crayton. “When it’s empty and the groundwater table is above the bottom of the structure, if the rock anchors aren't there, it could push up out of the ground like a boat. These buoyant forces are exactly what the rock anchors are there to resist.” Working Down in the Hole One of the biggest challenges for UMA’s team was working in an excavation that was 23 feet deep and 56 feet wide. Lakeshore Engineering had excavated [...]

By kk42|October 1st, 2021|Geotechnical Georgia, Geotechnical Nebraska, Geotechnical Arkansas, Geotechnical California, Geotechnical Idaho|0 Comments

Researchers in Tasmania design special drill for million year old ice core project

Source: Researchers in Tasmania design special drill for million-year old ice core project to help find answers to climate crisis | The Singleton Argus | Singleton, NSW Answers to the world's climate crisis may be discovered in a 2.8 kilometer pole of million-year-old ice that is set to be extracted from Antarctica and delivered back to research labs in Tasmania for atmospheric testing. Australian Antarctic Division researchers in Tasmania have designed and manufactured a 400-kilogram drill for the million year old ice core project which is capable of operating in minus 55 degree temperatures. It will bore down into 2.8 kilometers of ice, which is believed to be up to 1.5 million years old, to extract three meter sections of ice, or ice core, at any one time. Up to 8 tons of ice will then be brought back to research labs for AAD researchers to extract data and information about past temperatures, sea ice levels and wind patterns in Antarctica. Australian Antarctic Division engineers spent two months preparing blocks of ice that would replicate Antarctic ice, which were then used to test the specially designed drill. Picture: Australian Antarctic Division It will also be used to answer a "long standing mystery" in Antarctic research about the frequency of ice ages. The project is part of this year's Antarctic research season which has been dubbed the most ambitious season that the AAD have ever undertaken, with 500 scientists and up to 800 tons of cargo to be shipped to Antarctica. Australian Antarctic Division chief scientist Nicole Webster said the million year ice core project is an incredible milestone for climate research. She said layers in the ice core are like "pages in a diary", where tiny air bubbles trapped in the ice core contain atmosphere and other [...]

By kk42|September 29th, 2021|Geotechnical Colorado, Geotechnical Idaho, Geotechnical Montana, Geotechnical Utah, Geotechnical Alaska|0 Comments

Himalayan hydropower ‘clean but risky,’ warn scientists

Source: Himalayan hydropower 'clean but risky,' warn scientists With its steep topography and abundant water resources the Himalayas offer sustainable, low-carbon hydropower for energy-hungry South Asia. But there is a catch—the mountain range falls in one of the world's most seismically active regions. A group of 60 top Indian scientists and environmentalists wrote an open letter to Prime Minister Narendra Modi earlier this month seeking his intervention in stopping "any more hydroelectric projects in the Himalayas and on the Ganga whether under construction, new or proposed." The letter cites the Intergovernmental Panel on Climate Change's sixth assessment report which says that the Himalayas have been affected by warming. The report warns that "rising temperature and precipitation can increase the occurrence of glacial lake outburst floods and landslides over moraine-dammed lakes" in high mountain Asia. Moraine consists of rocks and soil left behind by moving glaciers. Hydropower, the world's largest source of renewable electric power with1,308 gigawatts of installed capacity in 2019, is expected to play a critical role in decarbonizing power systems, according to the International Energy Agency (IEA), an inter-governmental body. Stretching 2,400 kilometers in an arc that includes the world's highest peaks, the Everest in Nepal and K2 in Pakistan, the Himalayas rank high among global hot spots for developing hydropower, though only 20 percent of the estimated 500 gigawatt potential has been tapped so far. But that situation is rapidly changing with hydropower projects mushrooming along the Himalayan arc—which covers territory in Bhutan, China, India, Nepal and Pakistan—despite proven risks from quakes, landslides and glacial lake outburst floods. The immediate trigger for the appeal to Modi was a decision by India's Ministry of Environment, Forest and Climate Change to allow the restarting of seven controversial hydropower projects in the Himalayan state of Uttarakhand. Three of these projects—Tapovan-Vishnugad (520 [...]

By kk42|September 28th, 2021|Geotechnical Washington, Geotechnical Tennessee, Geotechnical Alabama, Geotechnical California, Geotechnical Idaho, Geotechnical Montana, Geotechnical New York, Geotechnical Oregon|0 Comments

California Issues Maps of Earthquake Faults to Avoid ‘Potentially Devastating’ Damage to New Buildings

Source: State Issues Maps of Earthquake Faults to Avoid 'Potentially Devastating' Damage to New Buildings - Times of San Diego The Rose Canyon Fault system. Courtesy County News Center Maps released Thursday of earthquake-prone areas are intended to ensure new construction in San Diego does not take place atop dangerous quake faults. Developed by the California Geological Survey, the regulatory Alquist-Priolo Earthquake Fault Zone maps detail where local governments must require site-specific geologic and engineering studies for proposed developments to ensure this hazard is identified and avoided. Generally, new construction for human occupancy must be set back 50 feet from the active surface trace to avoid faults that may break the surface. “Surface fault rupture is the easiest earthquake-related hazard to avoid because you can see the evidence of where it has occurred,” said Steve Bohlen, acting state geologist and head of CGS. “Surface fault rupture means that one side of a fault is moving either vertically or horizontally in relation to the other side. The deformation that movement causes is potentially devastating to buildings and infrastructure.” Two maps of revised Earthquake Fault Zones have been prepared for the Rose Canyon Fault where it comes onshore in Coronado, traversing the San Diego area to the northwest and going back offshore near La Jolla. Each of the maps covers a roughly 60-square-mile quadrangle of territory. The Alquist-Priolo Act was passed into law following the 1971 magnitude 6.6 San Fernando earthquake, which caused extensive surface ruptures that damaged buildings. Not every large earthquake, though, causes surface fault rupture. For example: the Loma Prieta Earthquake of 1989 devastated the Bay Area without breaking the surface. However, the 1992 Landers Earthquake in San Bernardino County caused surface ruptures along 50 miles, with displacements ranging from one inch to 20 feet. “Since the [...]

Dynamic behaviors of wind turbines under wind and earthquake excitations

Source: Dynamic behaviors of wind turbines under wind and earthquake excitations: Journal of Renewable and Sustainable Energy: Vol 13, No 4 Source: How Do Wind Turbines Respond to Winds, Ground Motion During Earthquakes? - AIP Publishing LLC A new study investigates the combined effect of wind and earthquake forces to assess the dynamic behavior of wind turbines. The demand for renewable energy is nowadays at its peak. Wind power is a great source of clean energy and is harvested via wind farms placed in numerous regions across the world. This has led to some winds farms being established in earthquake-prone regions making it important to assess the combined excitation under wind and earthquake forces. In the US, these wind farms are most commonly seen in Alaska, Arkansas, California, Idaho, Illinois, Kentucky, Missouri, Montana, Nevada, Oregon, South Carolina, Tennessee, Utah, Washington, and Wyoming. The study, recently published in the Journal of Renewable and Sustainable Energy, aims at establishing a numerical model that will integrates both seismic, wind, and operation forces of wind turbines to evaluate the performance of the wind turbines. This is referred to as the "fully coupled model". Such models have been tested before but the research team emphasizes that a solid interpretation of the results is still missing. The authors studied a 5MW wind turbine subjected to a combination of wind load and input ground motion with the latter being retrieved from a list of earthquake records. The study provides some interesting findings. The results from the sophisticated numerical models suggest that the wind that acts as a dynamic load for the wind turbine also exerts a damping effect on the response of the structure. In particular, when shaking is strong, the energy absorbed due to the aerodynamic damping is higher than the actual wind loading generates hence, the [...]

By kk42|September 24th, 2021|Geotechnical Nevada, Geotechnical Oregon, Geotechnical South Carolina, Geotechnical Kentucky, Geotechnical Utah, Geotechnical Tennessee, Geotechnical Washington, Geotechnical Illinois, Geotechnical Wyoming, Geotechnical Missouri, Earthquakes, Geotechnical Arkansas, Geotechnical California, Geotechnical Alaska, Geotechnical Idaho, Geotechnical Montana|0 Comments

Construction Vibrations

Source: Construction Vibrations -NEW (7004IW2022) INSTRUCTOR: Antonios Vytiniotis, Ph.D., P.E 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 The workshop will cover a variety of issues regarding construction vibrations. It will start by describing the sources of construction vibrations, the propagation of vibrations with a soil and scatter effects. Then it will cover the effects of such vibrations in: 1) structures; 2) human perception; and 3) indirect effects of such vibrations. The workshop will cover examples of construction vibration effects in various structures and will show how conditions in structures can be evaluated to understand whether they are caused by vibrations. The workshop will show how construction vibrations can be monitored effectively by state-of-the-art equipment. Finally, this workshop will show how to analyze the data from monitoring to generate valuable insights about their effects on structures. A greater understanding of construction vibrations will help in mitigation of their damaging effects. Benefits and Learning Outcomes Upon completion of this course, you will be able to: Explain sources of construction vibrations Explain effects of construction vibrations Explain causation of damage potentially associated with construction vibrations Monitor construction vibrations Mitigate construction vibrations Avoid costly adjacent construction litigation Assessment of Learning Outcomes Achievement of the learning outcomes by attendees will be assessed through online discussion and case studies. A short post-assessment (true-false, multiple choice and fill in the blank questions) will also be administered. Who Should Attend Geotechnical Engineers Structural Engineers Civil Design Engineers Owners Construction City Planners Workshop Outline Day 1 Construction Vibration Sources Vibration Propagation and Energy Dissipation Discussion about Literature Data Interactive discussion and quiz about sources, propagation and state of the practice Human Perception of Vibrations Direct Effects of Vibrations Interactive discussion about effects [...]

By kk42|September 23rd, 2021|Geotechnical New York, Geotechnical Oregon, Geotechnical Ohio, Geotechnical South Carolina, Geotechnical Vermont, Geotechnical Alabama, Geotechnical Washington, Geotechnical Connecticut, Conferences, Geotechnical Kansas, Geotechnical Mississippi, Geotechnical Arizona, Geotechnical Idaho, Geotechnical Massachusetts|0 Comments

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 [...]

By kk42|September 22nd, 2021|Geotechnical US, Geotechnical Kentucky, Geotechnical Nevada, Geotechnical Alabama, Geotechnical Texas, Geotechnical Arizona, Geotechnical Tennessee, Geotechnical New Hampshire, Geotechnical Connecticut, Geotechnical Utah, Geotechnical Arkansas, Geotechnical Ohio, Geotechnical New Jersey, Geotechnical Florida, Geotechnical Vermont, Geotechnical California, Geotechnical Illinois, Geotechnical New Mexico, Geotechnical Iowa, Geotechnical Virginia, Geotechnical Colorado, Geotechnical Michigan, Geotechnical New York, Geotechnical Kansas, Geotechnical Washington, Geotechnical Delaware, Geotechnical Missouri, Geotechnical North Dakota, Geotechnical Mississippi, Geotechnical Wyoming, Geotechnical Idaho, Geotechnical Georgia, Geotechnical Oklahoma, Geotechnical Nebraska, Geotechnical Louisiana, Geotechnical Maryland, Geotechnical Oregon, Geotechnical North Carolina, Geotechnical Maine, Geotechnical Pennsylvania, Geotechnical Rhode Island, Geotechnical West Virginia, Geotechnical Indiana, Geotechnical Massachusetts, Geotechnical Wisconsin, Geotechnical South Carolina, Geotechnical USA, Soil Testing, Geotechnical Montana, Geotechnical Minnesota, Geotechnical South Dakota|0 Comments

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 [...]

By kk42|September 22nd, 2021|Geotechnical Arizona, Geotechnical Idaho, Geotechnical Oregon, Portland, Geotechnical Texas, Austin, Geotechnical Washington, Geotechnical Wyoming, Earthquakes|0 Comments

Parameters Variation Model Customization and Sensitivity Analyses

Source: Parameters Variation: Model Customization and Sensitivity Analyses Parameters Variation Model Customization and Sensitivity Analyses A well-known engineering challenge in the framework of finite element (FE) analysis-based design is the large number of input factors involved in geotechnical computational models. There is always a significant amount of uncertainties associated with the properties of geomaterials, being naturally highly heterogeneous materials. In the context of model calibration and validation, conducting a sensitivity analysis is very important. This can determine the key factors which govern the system and efficiently characterize the geotechnical variability for any considered design problem. Powerful mechanisms for the consideration of parameter variation are also very interesting for speeding up FE model creation and automating results in post-processing. These are also quite useful in reducing model definition for specific types of engineering problems (excavation wall of a specific type under simple ground conditions, simple tunnel shape in uniform rock mass, etc.) to a limited number of parameters that can be inputted in a text file or Microsoft Excel spreadsheet without expert knowledge of the PLAXIS user interface and different modeling techniques and FE know-how. The sensitivity analysis and parameter variation tool in PLAXIS A sensitivity analysis determines how different values of an independent variable affect a particular dependent variable under a given set of assumptions. In other words, sensitivity analyses study how various sources of uncertainty in a mathematical model contribute to the model's overall uncertainty. The Sensitivity Analysis and Parameter Variation tool (see Figure 1) can be used to evaluate the influence of model parameters on calculation results for any particular PLAXIS FE model: The Select Parameters tab sheet will first provide information about all the parameters that can be changed to perform the sensitivity analysis. Available parameters include most model parameters of the data sets for soil and [...]

By kk42|September 21st, 2021|Geotechnical West Virginia, Geotechnical Indiana, Geotechnical Massachusetts, Geotechnical Wisconsin, Geotechnical South Carolina, Geotechnical USA, Geotechnical Kentucky, Geotechnical Montana, Geotechnical Minnesota, Geotechnical South Dakota, Geotechnical US, Geotechnical Tennessee, Geotechnical Nevada, Geotechnical Alabama, Geotechnical Texas, Geotechnical Arizona, Geotechnical Ohio, Geotechnical New Hampshire, Geotechnical Connecticut, Geotechnical Utah, Geotechnical Arkansas, Geotechnical Illinois, Geotechnical New Jersey, Geotechnical Florida, Geotechnical Vermont, Geotechnical California, Geotechnical New Mexico, Geotechnical Iowa, Geotechnical Virginia, Geotechnical Colorado, Geotechnical Michigan, Geotechnical New York, Geotechnical Kansas, Geotechnical Washington, Geotechnical Delaware, Geotechnical Missouri, Geotechnical North Dakota, Geotechnical Mississippi, Geotechnical Wyoming, Geotechnical Idaho, Geotechnical Georgia, Geotechnical Oklahoma, Geotechnical Nebraska, Geotechnical Louisiana, Geotechnical Maryland, Geotechnical Oregon, Geotechnical North Carolina, Geotechnical Maine, Geotechnical Pennsylvania, Geotechnical Rhode Island|Comments Off