Search Results - "Stark, Timothy"

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  1. 1

    Mobilized Shear Strength of Overconsolidated Seattle Clays by Stark, Timothy D., Idries, Abedalqader, Lin, Jiale

    “…AbstractThe drained shear strength of overconsolidated glaciolacustrine clays in the Seattle area can range from the overconsolidated peak to residual strength…”
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    Journal Article
  2. 2

    Uncertainty in Drained Fully Softened and Residual Strength Correlations by Idries, Abedalqader, Stark, Timothy D.

    “…Using previously proposed values of standard deviation (σ) for the drained fully softened and residual strength correlations, the probability of failure (Pf)…”
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  3. 3

    Runout analyses using 2014 Oso landslide by Xu, Zhengdan, Stark, Timothy D

    Published in Canadian geotechnical journal (01-01-2022)
    “…Understanding the runout of slope failures is important for hazard identification, risk assessments, and disaster prevention. This study evaluates the accuracy…”
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  4. 4

    Underwater Retrogressive Slope Failure: Observations and Analyses by Cordogan, Alex C., Idries, Abedalqader, Stark, Timothy D.

    “…AbstractThis paper presents an analysis of an underwater retrogressive slope failure caused by the concurrent construction of a wharf access causeway and…”
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  5. 5

    Spatial and temporal characteristics of elevated temperatures in municipal solid waste landfills by Jafari, Navid H., Stark, Timothy D., Thalhamer, Todd

    Published in Waste management (Elmsford) (01-01-2017)
    “…•The spatial and temporal variation of ETLEs were investigated.•Spatial parameters include ratio of CH4 to CO2, waste temperature, and strain rate.•Landfill…”
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  6. 6

    Progression of Elevated Temperatures in Municipal Solid Waste Landfills by Jafari, Navid H, Stark, Timothy D, Thalhamer, Todd

    “…AbstractElevated temperatures in municipal solid waste landfills can pose health, environmental, and safety risks because they can generate excessive gases,…”
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  7. 7

    Case study: 3D mobilized strength of compacted fill by Idries, Abedalqader, Stark, Timothy D., Moya, Lucia, Lin, Jiale

    Published in Canadian geotechnical journal (01-06-2024)
    “…Water infiltration can cause softening of compacted structural fill and a reduction of the shear strength from the peak compacted strength to the fully…”
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  8. 8

    Empirical Correlations: Drained Shear Strength for Slope Stability Analyses by Stark, Timothy D, Hussain, Manzoor

    “…AbstractEmpirical correlations provide estimates of parameter values for preliminary design, verification of laboratory shear test data, and confirmation of…”
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  9. 9

    Case Study: Unsaturated Embankment Failure on Soft Soils by Ellithy, Ghada S, Stark, Timothy D

    “…AbstractThis paper describes the application of unsaturated soil mechanics to an interstate connecting-ramp embankment that failed during construction…”
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  10. 10

    Case Study: Oso, Washington, Landslide of March 22, 2014—Material Properties and Failure Mechanism by Stark, Timothy D, Baghdady, Ahmed K, Hungr, Oldrich, Aaron, Jordan

    “…AbstractThis paper describes investigation, testing, analysis, and slope history used to determine the two-phase failure mechanism involved in the 2014…”
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  11. 11

    Oso, Washington, Landslide of March 22, 2014: Dynamic Analysis by Aaron, Jordan, Hungr, Oldrich, Stark, Timothy D, Baghdady, Ahmed K

    “…AbstractThis paper describes and explains the spectacular mobility of the 2014 Oso landslide, which was the cause of its fatal consequences. A geomorphic…”
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  12. 12

    Liquefied strength ratio with stress densification and low stresses by Stark, Timothy D, MacRobert, Charles J

    Published in Canadian geotechnical journal (01-06-2021)
    “…This paper presents a comparison of four assumptions or approaches for using a liquefied shear strength ratio for sandy soils in cases where there has been a…”
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  13. 13

    Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport by Collin, James G, Stark, Timothy D, Lucarelli, Augusto, Taylor, Thomas P, Berg, Ryan R

    “…AbstractThis paper describes the material properties along with the inverse limit-equilibrium and permanent deformation analyses used to investigate the 2015…”
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  14. 14

    Postconstruction Evaluation of Fill Compaction by Stark, Timothy D

    “…AbstractFrequently soil dry unit weight and moisture content are measured using soil samples obtained well after construction to assess whether or not fill…”
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  15. 15

    Case Study: Vertical Drain and Stability Analyses for a Compacted Embankment on Soft Soils by Stark, Timothy D, Ricciardi, Perry J, Sisk, Ryan D

    “…AbstractThis case study describes the failure of an interstate connecting-ramp embankment during construction and investigates the failure mechanism,…”
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  16. 16

    Liquefied Strength Ratio for Eight Laboratory-Tested Sandy Soils by Stark, Timothy D, MacRobert, Charles J, Hayter, Sean A

    “…AbstractUse of a liquefied strength ratio to estimate strengths for postliquefaction slope stability analyses assumes that the liquefied shear strength of…”
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  17. 17

    Hand-held Dynamometry Correlation With the Gold Standard Isokinetic Dynamometry: A Systematic Review by Stark, Timothy, BS, DC, Walker, Bruce, DC, MPH, DrPH, Phillips, Jacqueline K., PhD, BVSc(Hons), Fejer, René, BSc, MSc, PhD, Beck, Randy, BSc, DC, PhD

    Published in PM & R (01-05-2011)
    “…Objective To examine the current evidence regarding the reliability and validity of hand-held dynamometry for assessment of muscle strength in the clinical…”
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  18. 18

    Predictive value of epithelial‐mesenchymal‐transition (EMT) signature and PARP‐1 in prostate cancer radioresistance by Stark, Timothy W., Hensley, Patrick J., Spear, Amanda, Pu, Hong, Strup, Stephen S., Kyprianou, Natasha

    Published in The Prostate (01-12-2017)
    “…Introduction Epithelial‐mesenchymal‐transition (EMT) has been previously identified as a contributor to prostate cancer progression to metastasis and…”
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    Rates and Causes of Tailings Dam Failures by Stark, Timothy D., Moya, Lucia, Lin, Jiale

    Published in Advances in civil engineering (2022)
    “…This paper analyzes two tailings dam databases and recent failures to assess the local and global failure rates of upstream, downstream, and centerline raised…”
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