Geotechnical Texas Archives - Page 2 of 4 - GEOTILL provides geotechnical, construction testing and Environmental services Indianapolis Indiana

Characterized by an arid climate, Texas boasts a wide variety of different geological sights. Included in its landscape are rocky plateaus, coastal plains, forests, and even mountainous regions. Predominantly recognized for its deserts, there is a variety of natural gas and oil beneath its surface.

Lancaster County sinkhole raises concern over detours, emergency responder response times

Source: Lancaster County sinkhole raises concern over detours, emergency responder response times | WHP LANCASTER COUNTY, Pa. — A nearly 20-foot sinkhole on State Route 324 (Marticville Road) between Sprecher Road and West Penn Grant Road in Lancaster County is causing detours for community members and concern over delays for emergency responders. PennDOT implemented a detour Sunday night, originally anticipating work to fill the sinkhole would begin in a month. PennDOT Engineering District 8 Press Officer Dave Thompson exclusively tells CBS 21 News’ Samantha York Thursday the timeline has extended. “We expect this road might be closed into next spring before we can actually start working on it,” Thompson says. “That’s- that’s news to me,” New Danville Fire Company Fire Chief Brad Shenk says. 20% of his 25 active volunteer firefighters live on the opposite side of the sinkhole and respond to emergencies from home in a rural town. He says being delayed for a few minutes can make a big difference when time is of the essence, requesting the sinkhole to be filled sooner. “It’s going to have an adverse effect on our response times to get those members here,” Shenk tells CBS 21’s Samantha York. “We’re a small fire company, we’re counting on everybody to go up at any given time, whoever’s available responds and these guys are going to be delayed by several minutes.” Community members speculate the sinkhole, which reaches from the middle of the road through a drainage ditch and into adjacent property, has something to do with new construction nearby. However, the cause remains undetermined by officials – which is causing the delay in getting it fixed. “We’ve assessed what needs to be done, but we need to get some- an agreement in place with a local property owner that’s property is adjacent to [...]

By kk42|September 29th, 2021|Geotechnical Kentucky, Geotechnical Tennessee, Geotechnical Missouri, Geotechnical Pennsylvania, Geotechnical Alabama, Geotechnical Florida, Geotechnical Texas|0 Comments

Breakwaters aim to halt ongoing erosion at coastal refuge

Source: Breakwaters aim to halt ongoing erosion at coastal refuge | ASCE Although the new breakwaters were primarily intended to stop erosion, sediment is already building up behind the barriers as a side benefit. (Courtesy of CPRA) A series of breakwaters to protect a coastal wildlife refuge in southwestern Louisiana incorporated an innovative, lightweight design. Despite extremely poor soils and ongoing erosion that kept changing the shoreline throughout the project, the breakwaters are already showing dramatic results. The Rockefeller Wildlife Refuge in southwestern Louisiana, which borders the Gulf of Mexico for 26.5 mi, is disappearing at an increasingly rapid rate. The Gulf of Mexico has shores on Texas, Mississippi, Alabama, and Florida. When it was created in 1920, the refuge originally encompassed 86,000 acres of biologically diverse coastal wetlands in Cameron and Vermillion Parishes. But over time, ongoing coastal erosion has reduced the refuge to 71,000 acres. Twenty years or so ago, a key 9.2 mi stretch of the refuge was losing about 50 ft of land per year, notes Phillip “Scooter” Trosclair III, a biologist program manager for the Louisiana Department of Wildlife and Fisheries, which manages the refuge. The rate of loss in that region increased to around 70 ft a year, then 100 ft, and then by 2016 surveys indicated that more than 300 ft of land had disappeared in a single year, Trosclair says. People worried that “if we keep getting hit with this pattern, we’re not going to have any land left,” Trosclair recalls. But even as the refuge seemed in greater danger, a solution was already in the works. When erosion losses started to accelerate around 2000, the Rockefeller Refuge Gulf Shoreline Stabilization Project was taking shape. Implemented by the Louisiana Coastal Protection and Restoration Authority and the National Marine Fisheries Service [...]

By kk42|September 28th, 2021|Geotechnical Mississippi, Geotechnical Louisiana, Geotechnical Texas, Geotechnical Alabama, Geotechnical Florida|0 Comments

International Conference on Earthquake Geotechnical Engineering ICEGE in February 2023 in Paris

Source: International Conference on Earthquake Geotechnical Engineering ICEGE in February 2023 in Paris The International Research Conference Aims and Objectives The International Research Conference is a federated organization dedicated to bringing together a significant number of diverse scholarly events for presentation within the conference program. Events will run over a span of time during the conference depending on the number and length of the presentations. With its high quality, it provides an exceptional value for students, academics and industry researchers. International Conference on Earthquake Geotechnical Engineering aims to bring together leading academic scientists, researchers and research scholars to exchange and share their experiences and research results on all aspects of Earthquake Geotechnical Engineering. It also provides a premier interdisciplinary platform for researchers, practitioners and educators to present and discuss the most recent innovations, trends, and concerns as well as practical challenges encountered and solutions adopted in the fields of Earthquake Geotechnical Engineering Call for Contributions Prospective authors are kindly encouraged to contribute to and help shape the conference through submissions of their research abstracts, papers and e-posters. Also, high quality research contributions describing original and unpublished results of conceptual, constructive, empirical, experimental, or theoretical work in all areas of Earthquake Geotechnical Engineering are cordially invited for presentation at the conference. The conference solicits contributions of abstracts, papers and e-posters that address themes and topics of the conference, including figures, tables and references of novel research materials. Guidelines for Authors Please ensure your submission meets the conference's strict guidelines for accepting scholarly papers. Downloadable versions of the check list for Full-Text Papers and Abstract Papers. Please refer to the Paper Submission Guideline, Abstract Submission Guideline and Author Information before submitting your paper. Conference Proceedings All submitted conference papers will be blind peer reviewed by three competent reviewers. The peer-reviewed conference proceedings are indexed in the Open Science Index, Google Scholar, Semantic Scholar, Zenedo, OpenAIRE, BASE, WorldCAT, Sherpa/RoMEO, and [...]

By kk42|September 27th, 2021|Geotechnical Nebraska, Geotechnical California, Geotechnical New York, Geotechnical Texas, Earthquakes, Conferences, Geotechnical Florida|0 Comments

Monsoon Claims 432 Lives In HP Landslides

Source: Monsoon Claims 432 Lives In HP; Landslides, Accidents Increasing Due To Widespread Rain & Snowfall Monsoon death toll in Himachal Pradesh climbs to 432 which is considered as the highest in last five years while twelve people have died in last 24 hours, according to the Disaster Management Authority. Widespread rains and snowfall at high altitude passes resulting in a series of landslides, disruption of major roads and National Highways threw life completely out of gear in Himachal Pradesh, even as temperature dropped significantly in Shimla—the capital city, and Lahaul-Spiti district. Wintry conditions prevailed all over the state on Thursday as result of the rains and snowfall in Lahaul-Spiti valleys. Thick fog engulfing the hills for the past 24 hours created havoc trouble for the travelers which also resulted in several road accidents. Few of these were fatal, others left many people injured due to skidding of the vehicles and mid-way collusions . (Photo Credit- Sanjay Sood) Superintendent of Police Lahaul Spiti Manav Verma told Outlook that it has been raining incessantly. A travel advisory has been issued for the people asking them to avoid journey during next 24 hours . There has been a road disruption near Nehru Kund on Manali Leh road (National Highway no 3) due to landslides. It has been continuously raining at Baralacha La Pass ( 15,922 feet) affecting the mobility of the vehicles on Manali Leh road . Only those vehicles used for essential supplies to Leh are allowed to move as the pass has been very slippery for normal mobility of the vehicles. Tourists are not allowed to take-up their journeys . “There is two to three cms of snow at the Pass” said SP Manav Verma, adding that Lahaul may experience snow much before the normal timing. The biggest advantage, however, remains Rohtang Tunnel [...]

By kk42|September 24th, 2021|Los Angeles, San Jose, San Francisco, Geotechnical New York, New York, Geotechnical Texas, Landslides, Houston, Geotechnical Illinois, Dallas, Chicago, Geotechnical California|Comments Off

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 [...]

By kk42|September 23rd, 2021|Geotechnical West Virginia, Geotechnical Texas, Geotechnical Ohio, Geotechnical USA, Conferences, Geotechnical Illinois, Geotechnical US, Geotechnical Alaska, Geotechnical Arizona, Geotechnical Michigan, Geotechnical Arkansas, Geotechnical Missouri, Geotechnical California, Geotechnical Maryland, Geotechnical Louisiana, Geotechnical Connecticut, Geotechnical Nevada, Geotechnical Florida, Geotechnical New Jersey, Geotechnical Kansas, Geotechnical Rhode Island, Geotechnical North Carolina, Geotechnical South Dakota|Comments Off

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 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, Geotechnical US, Geotechnical Kentucky, Geotechnical Nevada, Geotechnical Alabama, Geotechnical Texas|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 Idaho, Geotechnical Oregon, Portland, Geotechnical Texas, Austin, Geotechnical Washington, Geotechnical Wyoming, Earthquakes, Geotechnical Arizona|0 Comments

3D Finite Element Analysis of a Contiguous Pile Wall

Source: 3D Finite Element Analysis of a Contiguous Pile Wall Source: RS3 | 3D Finite Element Software For Advanced Analysis | Rocscience 3D Finite Element Analysis of a Contiguous Pile Wall Introduction This article provides a brief summary of a 3D finite element analysis carried out using RS3 to model a contiguous pile retaining wall at the site of a proposed commercial development in the UK. The development site is located on sloping ground approximately 35 m from a motorway cutting. Due to the sloping topography of the site, cut and fill earthworks are to be undertaken to form a level development plateau upon which a large warehouse is to be built. This will require the construction of a circa 400 m long contiguous pile retaining wall to support the ground along the site’s upslope boundary where ground levels will be reduced by up to 8.4 m. Wall Design A plan showing the arrangement of the piles and the 2.0 m wide by 0.8 m deep capping beam is shown in Figure 1. The main 900 mm diameter piles are 17 m long and are staggered in a zigzag arrangement at 0.25 m offsets either side of the capping beam centerline. Interspersed mid-way between the main piles are 600 mm diameter infill piles. The infill piles are located along the capping beam centerline and are 11 m long. Figure 1: Pile and capping beam arrangement Ground Conditions The ground conditions are summarized in Figure 2 which shows a 2D section perpendicular to the wall alignment at the location where the retained height attains its maximum value of 8.4 m. The succession of strata comprises a veneer of clay-rich Glacial Till overlying Coal Measures bedrock. The Coal Measures bedrock is dominated by siltstone and mudstone and has been divided into three [...]

By kk42|September 21st, 2021|Phoenix, Geotechnical California, Pile Foundation, Los Angeles, Geotechnical Texas, Dallas, Geotechnical Pennsylvania, Pittsburgh, Geotechnical Minnesota, Minneapolis, Geotechnical US, Geotechnical Arizona|Comments Off

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 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, 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|Comments Off

A Climate Change-Induced Disaster in Denali National Park

Source: A Climate Change-Induced Disaster in Denali National Park | Time The Times has recently showcased an article on the current rockslide situation in Denali National Park. The effects of climate change have been dramatic with the current melting of the permafrost. The National Parks Service has recently upped through gravel removal of the Pretty Rocks Landslide in an effort to keep up as the rapidly thawing permafrost picks up pace. Alaska is right now recognized as the country’s fastest-warming state. The landslide hit unprecedented speed 4 weeks ago causing the team to close the back half of the park weeks earlier than anticipated. This only signals bad news as reservations are canceled in the short term and the long term implications are yet unknown. “This is the canary in the coal mine for infrastructure disruption in Alaska,” says the Camp Denali lodge owner Simon Hamm. “If things continue on the path they’re on, it’s not going to just be Pretty Rock—it’s going to be half of the Alaskan highway system.” Rapid deterioration Denali National Park is one of the U.S.’s largest national parks at 6 million acres, and sits about four hours north of Anchorage. While the entrance to the park is certainly beautiful, many people prefer to hop on buses to access the park’s marquee attractions deep down its single 92-mile road: views of Mt. Denali (formerly Mt. McKinley), the highest peak in North America at 20,000 feet; the gleaming Wonder Lake; rolling mountainsides that contain an abundance of wildlife, including grizzly bears, moose, caribou and bighorn sheep. About halfway along the road lies the Pretty Rocks Landslide, a slowly sliding section of earth that acts more like a glacier than a rockfall. Since the 1960s, permafrost deep below the earth’s surface has thawed, causing the soil and [...]

By kk42|September 21st, 2021|Geotechnical Maryland, Geotechnical Rhode Island, Geotechnical West Virginia, Geotechnical Massachusetts, Lakes, Geotechnical Pennsylvania, Geotechnical South Carolina, Geotechnical USA, Landslides, Geotechnical Montana, Kalifornsky, Geotechnical Minnesota, Geotechnical South Dakota, Geotechnical US, Geotechnical Alaska, Geotechnical Indiana, Geotechnical Nevada, Geotechnical Alabama, Geotechnical Texas, Geotechnical Arizona, Anchorage, Geotechnical Kentucky, Geotechnical New Hampshire, Geotechnical Connecticut, Geotechnical Utah, Geotechnical Arkansas, Juneau, Geotechnical Tennessee, Geotechnical New Jersey, Geotechnical Florida, Geotechnical Vermont, Geotechnical California, Fairbanks, Geotechnical Ohio, Geotechnical New Mexico, Geotechnical Iowa, Geotechnical Virginia, Geotechnical Colorado, Badger, Geotechnical Illinois, Geotechnical New York, Geotechnical Kansas, Geotechnical Washington, Geotechnical Delaware, Knik-Fairview, Geotechnical Michigan, Geotechnical North Dakota, Geotechnical Mississippi, Geotechnical Idaho, College, Geotechnical Missouri, Geotechnical Oklahoma, Geotechnical Nebraska, Geotechnical Louisiana, Wasilla, Geotechnical Georgia, Geotechnical Oregon, Geotechnical North Carolina, Geotechnical Maine, Tanaina|0 Comments

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