TY - GEN
T1 - Incorporation of the soil-water characteristic curve hysteresis in pavement design
AU - Rosenbalm, D. C.
AU - Zapata, Claudia
N1 - Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2013
Y1 - 2013
N2 - The Mechanistic Empirical Pavement Design Guide (MEPDG) incorporates unsaturated soil mechanics into the analysis and pavement design. This task is accomplished by using climatic and soil properties to estimate the suction, which along with the Soil-Water Characteristic Curve (SWCC) are used to determine the degree of saturation. Although large strives have been made to incorporate unsaturated soil mechanics in pavement design, the MEPDG does not incorporate the hysteretic behavior of the SWCC but rather, the analysis is performed using only the drying branch. This paper presents a stochastic evaluation of the models used in the MEPDG to estimate the water content of the unbound/ granular materials considering the hysteretic behavior of the SWCC. It was found that the prediction of the resilient modulus is overly conservative for any climatic condition when hysteresis is not considered and therefore, consideration of the SWCC hysteresis in pavement design and analysis is necessary and recommended.
AB - The Mechanistic Empirical Pavement Design Guide (MEPDG) incorporates unsaturated soil mechanics into the analysis and pavement design. This task is accomplished by using climatic and soil properties to estimate the suction, which along with the Soil-Water Characteristic Curve (SWCC) are used to determine the degree of saturation. Although large strives have been made to incorporate unsaturated soil mechanics in pavement design, the MEPDG does not incorporate the hysteretic behavior of the SWCC but rather, the analysis is performed using only the drying branch. This paper presents a stochastic evaluation of the models used in the MEPDG to estimate the water content of the unbound/ granular materials considering the hysteretic behavior of the SWCC. It was found that the prediction of the resilient modulus is overly conservative for any climatic condition when hysteresis is not considered and therefore, consideration of the SWCC hysteresis in pavement design and analysis is necessary and recommended.
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U2 - 10.1201/b14393-71
DO - 10.1201/b14393-71
M3 - Conference contribution
AN - SCOPUS:84875395419
SN - 9780415620956
T3 - Advances in Unsaturated Soils - Proceedings of the 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013
SP - 461
EP - 467
BT - Advances in Unsaturated Soils - Proceedings of the 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013
PB - Taylor and Francis - Balkema
T2 - 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013
Y2 - 20 February 2013 through 22 February 2013
ER -