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To serve, whip the 1 1/2 cups heavy cream and confectioners’ sugar to medium-stiff peaks.
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Cover with plastic wrap and chill until the custard is cold and the cookies have softened, at least 4 hours or up to 24 hours.Repeat the layering of cookies, bananas and custard two more times, finishing with custard. Dollop 1/3 of the remaining custard on top of the bananas and, using an offset spatula, gently spread it into an even layer until the bananas are completely covered.Slice the bananas 1/4-inch thick, and top the cookies with a layer of bananas. Top with a layer of cookies (about 15), breaking them as needed to fit the edges. Add about 1/2 cup of custard to the bottom of a 2-quart serving dish, spreading it in an even layer.Whip the 3/4 cup heavy cream to stiff peaks.Transfer the custard back to the medium bowl.) Stir often until the custard has cooled, about 10 minutes.
#Backcalculation stiff bottom layer free
(To speed the process, you can spread the custard into an even layer on a rimmed baking sheet. Soil Top Bottom k2 Weight Strength4 Angle RQD3 Factor Layer (feet) (feet) (pci) (pcf) (psf) (degrees) () e 50/ k rm 1 Soft Clay (1) 30 3 380 120 750 0 0.0123 2 Stiff Clay without Free Water (3) 3 8.5 7 0 0.0063 3 Weak Rock (9) 8.5 21 300,0 0 50 0.0005 4 Weak Rock (9) 21 28 140,0 0 40 0.
![backcalculation stiff bottom layer backcalculation stiff bottom layer](https://www.fhwa.dot.gov/publications/research/infrastructure/pavements/ltpp/15036/images/image088.png)
The variations of moduli of all layers along the length of sections for majority of the projects are accurate and consistent with measured and computed prediction. Results showed that the dynamic analysis of falling weight deflectometer test and prediction for the strength of character of flexible pavement layer moduli have been achieved, and algorithms for interpretation of the deflection basin have been improved. Collected data includes, in addition to FWD measurements, core data and pavement distress surveys. The main objective of this study is to analyze the FWD test results of flexible pavement in Western Australia to predict the pavement structural capacity.
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The characteristics of pavement structure, including pavement layer thickness condition and temperature variation, affect the predicted pavement structural capacity and back calculated layer modulus. However, the predicted pavement layer moduli sometimes may not be accurate even if computed and measured deflection basin has fulfilled the standard and is in concurrence with certain tolerable limits. Falling weight deflectometer (FWD) testing has been used to evaluate structural condition of pavements to predict the layer moduli using backcalculation process.