[PDF] Residual shear strength of liquefied soils



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Boulanger (Solanum melongena) belongs to family Solanacea It is one of the leading vegetable crops grown in Guyana and is used mainly as a cooked vegetable VARIETIES The most popular cultivars in Guyana are long – fruited, purple skinned, and are egg- shaped to elongate, (i e Black Beauty, Suriname Long)



Residual shear strength of liquefied soils

TRB 2007 Ross W Boulanger ¾Lab testing of field samples: Frozen sampling techniques (e g , Robertson et al 2000) Tb li ith ti (C t 1975P l t l1985) Evolution of procedures for estimating S r Tube sampling with corrections (e g , Castro 1975, Poulos et al 1985) ¾Case history based correlations Back-analyses of flow slide failures



Visitors Policy for Food Safety - Le Boulanger

Le Boulanger’s commitment to quality and food safety is to develop standards and practices that reflect our role as the quality leader in the specialty bakery industry It is everyone’s responsibility to ensure that all products that leave our plant meet the highest quality and safety standards



CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES

(2006), and Idriss and Boulanger (2004, 2008) Five recent correlations are compared in Figure 1 2 with the set of clean sand case histories from Idriss and Boulanger (2008) adjusted to an equivalent v = 1 atm and M = 7 5 The quantity and quality of CPT and SPT case histories has continued to increase with recent earthquake



SPT-BASED LIQUEFACTION TRIGGERING PROCEDURES

the 2008 EERI Monograph on Soil Liquefaction During Earthquakes by Idriss and Boulanger (2008) 1 2 Organization of report Section 2 of this report contains an overview of the SPT-based liquefaction analysis framework for cohesionless soils, followed by a summary of the specific relationships used or derived by Idriss and Boulanger (2004, 2008)



Liquefaction-Induced Downdrag on Drilled Shafts

Incremental liquefaction-induced downdrag (Boulanger and Brandenberg 2004) 12 Figure 2 5 Layout of test pile, instrumentation, and blast charges relative to the soil profile at the



UPDATE OF THE SPT- AND CPT-BASED LIQUEFACTION TRIGGERING

4 Boulanger & Idriss (2014): Modified MSF expression to be a function of magnitude, soil type, and denseness of the soil, as summarized in this presentation MSF used to account of effects of duration Cyclic Stress Ratios Used in Re-Deriving Equivalent Uniform Cycles as a Function of Earthquake Magnitude Number of Cycles, N 1 10 100 Cyclic

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