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    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
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      <title>Research in Progress (RIP)</title>
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      <title>Empirical Modeling for Improved Ground Failure Analysis</title>
      <link>https://rip.trb.org/View/2726232</link>
      <description><![CDATA[Problem Statement: Numerous bridge approaches and substructures, highway and railway embankments, and particularly roads in low-lying areas adjacent to rivers and their corresponding traffic sign and signal poles are underlain by the silt soils of the Willamette and Columbia River Valleys and below Oregon's coastal communities. These soils are susceptible to liquefaction or cyclic softening during earthquakes and will produce varying degrees of severity in the consequences such as lateral spreading displacement, global instability, and settlement. Settlement of soils will produce drag loads to bridge and traffic sign and signal pole foundations. Such damage has the potential to severely impact our critical surface transportation lifelines and reduce the efficacy of emergency responders and reduce the rate of economic recovery. The risk of seismic ground failure is exacerbated by groundwater table rise, which occurs during short-term, acute events (flooding) and the long-term effects of potential rising sea levels. Application of ground failure models to silty soils that were developed based on the responses of sandy soils can result in over-conservative estimates of the effects seismic ground failure and lead to inefficient use of limited resources as Oregon strives to maintain and improve its current resilience.
This work aims to develop the types of empirical relationships that the geotechnical community are well-familiar with but geared towards transitional silty soils, which can exhibit differing behaviors from the soils which are presently represented in available models. The objectives of this research are to produce specific design guidance, models, and spreadsheet-based tools to: (1) account for the effects of sloping ground on the calculation of the factor of safety against liquefaction/cyclic softening during earthquakes, (2) compute lateral displacements of sloping ground, and (3) calculate vertical settlements of level and sloping ground and any foundations buried within, to (4) culminate in a decision matrix for Oregon Department of Transportation (ODOT) engineers and their consultants to guide the selection of a particular model when assessing the seismic vulnerabilities of existing surface transportation infrastructure. The decision matrix and specific guidelines for conducting cyclic failure analyses and simplified displacement estimates will guide cost-effective measures to assess and improve existing surface transportation infrastructure and improve community and infrastructure resilience to increasingly combined natural hazards.
]]></description>
      <pubDate>Wed, 08 Jul 2026 17:38:31 GMT</pubDate>
      <guid>https://rip.trb.org/View/2726232</guid>
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      <title>Phase II: Method Development for Construction Design in Diatomaceous Soils</title>
      <link>https://rip.trb.org/View/2594023</link>
      <description><![CDATA[Diatomaceous soils, which contain silica frustules from ancient algae blooms, are prevalent in eastern and central Oregon, including in areas of Oregon Department of Transportation (ODOT) right-of-way. For engineering projects built on top of or in these deposits, problems such as excessive settlement of embankments, slope instability, and construction difficulties with drilled shafts and driven piles have been observed (ex. Wickiup Junction, Buck Creek Bridge). Lack of a robust understanding of the behavior of diatomaceous soils is often cited as the reason for this poor design performance. Complicating matters further, relatively little is documented in the literature regarding the performance of piles in diatomaceous soils. To begin to understand the behavior of diatomaceous soils, ODOT recently invested in a research program (SPR820) to develop predictive estimating models for geotechnical properties of Oregon’s diatomaceous silt, leveraging available data from existing ODOT diatomaceous projects together with targeted field-directed geotechnical testing including an array of in-situ tests at select sites in diatomaceous deposits. These materials have been further characterized through an extensive laboratory testing program. A full-scale field test is now required to develop and validate necessary empirical design methods for deep foundations in diatomaceous silt.]]></description>
      <pubDate>Thu, 28 Aug 2025 15:33:18 GMT</pubDate>
      <guid>https://rip.trb.org/View/2594023</guid>
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    <item>
      <title>Consequences-Based Analysis of Undrained Shear Behavior of Soils and Liquefaction Hazards, Phase 1: Filling the Data Gaps</title>
      <link>https://rip.trb.org/View/1879802</link>
      <description><![CDATA[The overall objective of this multi-year, multi-phase effort is to create a true performance-based model to evaluate the consequences of undrained response in all soils, including consequences resulting from earthquake-induced liquefaction and cyclic softening. Through this overall project, a more robust method for estimating field performance of soils during undrained events (including earthquakes) will be developed and tested. Due to the ability of the CPT to collect nearly continuous profiles of data in most soil types, for these studies we will focus initially on using CPT data for analyzing undrained shear behavior and liquefaction hazards. The framework is intended to be adaptable to other methods such as Standard Penetration Test (SPT), laboratory testing and analysis, and shear wave velocity (Vs) data.  The objective of this Phase 1 study is to fill critical data gaps to document the undrained shear behavior of sands, silts, and clays for both static and dynamic loadings, and to provide a preliminary set of predictive models for the undrained shear response of soils. We anticipate that several state DOTs would be interested in participating in this initial pooled fund study.  Later, in separate pooled fund studies, Phase 2 would focus on additional development of the models for consequences-based analysis of the undrained shear behavior of soils, and Phase 3 would focus on testing and validation of the models.]]></description>
      <pubDate>Thu, 23 Sep 2021 10:51:43 GMT</pubDate>
      <guid>https://rip.trb.org/View/1879802</guid>
    </item>
    <item>
      <title>Improved Approaches to Environmental Compliance During Highway Construction</title>
      <link>https://rip.trb.org/View/1530099</link>
      <description><![CDATA[Road construction results in large areas of exposed soil which are susceptible to wind and water erosion. These areas are required to be kept under control and sediment should be retained on the project. An erosion and sediment control plan is required, and regular inspections are used to ensure that the plan is followed and practices in place are functioning properly. These inspections are required after >0.5” of rain or weekly, whichever occurs first, with special attention to outfalls to surface waters. On active areas with exposed soils, it can be difficult, dangerous and sometimes impossible to drive around a site to conduct the required inspections after a rain event due to the slippery conditions. However, relatively inexpensive unmanned aerial vehicles (UAVs) have provided new capabilities ideally suited to facilitate these inspections from a single point of easy access. These ‘flying cameras’ can be either be manually controlled or pre-programmed to fly to inspection points and collect either high-resolution images or video of the existing conditions, both of which provide a record and documentation of the inspection. 
Surface drainage and catchment areas of two sediment basins as captured by an inexpensive unmanned aerial vehicle (UAV) and post-processed using modern photogrammetry techniques.

Sediment basins are currently designed based on 10- or 25-year recurrence rainfall events for the local area, and a number of assumptions surrounding drainage area, land cover, and runoff coefficients. Previous work has suggested that changes in surface topography that occur at different stages of construction (Brown 2011) often result in water that doesn’t drain to the basin as expected. While evaluations of sediment retention have been conducted (Brown et al., 2015; McCaleb and McLaughlin, 2008; Line and White, 2001), the hydrological performance of sediment basins with skimmer outlets has not been characterized relative to the watershed conditions. Furthermore, there is little available information on the appropriate factors to use for predicting runoff on construction sites. Using a UAV to collect aerial surveys around an instrumented basin a preliminary investigation into runoff and discharge at an active NCDOT project suggested that even with considerable rainfall, a relatively low fraction (17% of rainfall) reached the basin.
 
Dust control is also required under dry conditions in order to comply with air quality regulations. This is normally achieved with frequent passes of a tanker truck spreading water, often several times per day, which requires a full-time operator, a source of large amounts of water, and which adds to the traffic on haul roads. There are a wide variety of dust control products available which could be more effective, more economical, and more environmentally friendly than running water trucks up and down the road. These are widely used in arid areas and the technology may be transferred readily to construction projects in North Carolina.

Silt fence, used on most construction projects, is currently constructed using steel posts that are required to have 1.25 lb of steel per foot. There is no known testing standard or specification which has been conducted to allows a user to determine whether a post can appropriately if that is an appropriate resist the forces specification based on expected forces exerted by either water or soil backed up behind the silt fence. It is likely that if post designs are optimized, posts could be made from of less steel or from other materials. Optimized, economical posts could be sufficient to withstand the pressures typically exerted on silt fences at considerable cost savings. Wood posts, for example, are a sustainable resource with a much lower environmental footprint.]]></description>
      <pubDate>Thu, 02 Aug 2018 15:00:23 GMT</pubDate>
      <guid>https://rip.trb.org/View/1530099</guid>
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    <item>
      <title>Development and Validation of a Predictive Settlement Model for Pile Driving in Silts</title>
      <link>https://rip.trb.org/View/1232048</link>
      <description><![CDATA[Mitigating the settlement of adjacent ground and structures during pile driving is of vital importance during bridge construction because of potential project cost increases, work stoppages and issues related to public safety. However, as urban development increases so does the quantity of construction activities near existing and aging bridges. This increase in nearby construction can have a profound effect of the serviceability of existing bridges by causing large settlements of the supporting soil. Therefore, settlement predictions must be included in not only bridge foundation design and construction but also in any bridge monitoring and/or preservation program. The objective of this research is to conduct a bench-scale study to be used in the development and validation of models for predicting settlement of adjacent ground and structures due to pile driving in silts. Ultimately, the results of this work will be used by engineers and contractors working on bridge foundations, excavation support, and construction monitoring programs in these soils.]]></description>
      <pubDate>Thu, 03 Jan 2013 14:30:59 GMT</pubDate>
      <guid>https://rip.trb.org/View/1232048</guid>
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