TY - GEN
T1 - Numerical Investigation of a Saturated and Unsaturated Soil-Atmosphere Model
AU - Lin, Chuang
AU - Zhang, Xiong
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019
Y1 - 2019
N2 - A road is often built with soils compacted at their optimum water contents to achieve the best performance. Soils are sensitive to small water content variations and the ambient environment controls the soil water migration after construction. The soil-atmosphere interaction is a dynamic process under the influence of ambient climatic conditions, such as wind speed, solar radiation, precipitation, air temperature, relative humidity, vegetation evapotranspiration. The complexity of the problem makes it very difficult to reasonably evaluate the roadway long-term performance. This paper aims at evaluating the soil moisture variations within a pavement structure under the influence of ambient atmosphere. A hydro-mechanical-climatic model for saturated and unsaturated soils was first proposed. The climatic data are readily available from a local weather station to establish the flux boundary conditions for numerical simulation. Half of a two lane road was simulated to evaluate the moisture migrations within the pavement structure. Simulation results showed that the proposed model able to evaluate the dynamic soil moisture migration under the influence of ambient climatic changes.
AB - A road is often built with soils compacted at their optimum water contents to achieve the best performance. Soils are sensitive to small water content variations and the ambient environment controls the soil water migration after construction. The soil-atmosphere interaction is a dynamic process under the influence of ambient climatic conditions, such as wind speed, solar radiation, precipitation, air temperature, relative humidity, vegetation evapotranspiration. The complexity of the problem makes it very difficult to reasonably evaluate the roadway long-term performance. This paper aims at evaluating the soil moisture variations within a pavement structure under the influence of ambient atmosphere. A hydro-mechanical-climatic model for saturated and unsaturated soils was first proposed. The climatic data are readily available from a local weather station to establish the flux boundary conditions for numerical simulation. Half of a two lane road was simulated to evaluate the moisture migrations within the pavement structure. Simulation results showed that the proposed model able to evaluate the dynamic soil moisture migration under the influence of ambient climatic changes.
UR - https://www.scopus.com/pages/publications/85063461441
U2 - 10.1061/9780784482124.077
DO - 10.1061/9780784482124.077
M3 - 会议稿件
AN - SCOPUS:85063461441
SN - 9780784482124
T3 - Geotechnical Special Publication
SP - 765
EP - 772
BT - Geotechnical Special Publication
A2 - Meehan, Christopher L.
A2 - Kumar, Sanjeev
A2 - Pando, Miguel A.
A2 - Coe, Joseph T.
PB - American Society of Civil Engineers (ASCE)
T2 - 8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing, Geo-Congress 2019
Y2 - 24 March 2019 through 27 March 2019
ER -