Coupled modeling framework for proactive design of debris-flow barrier placements. [PDF]
Lee DH, Lee SR, Park JY.
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Numerical analysis of the effect of vegetation root reinforcement on the rainfall-induced instability of loess slopes. [PDF]
Kong K, Deng Z, Chen F, Wang Z, Chen Y.
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Solving the Richards infiltration equation by coupling physics-informed neural networks with Hydrus-1D. [PDF]
Li Y, Sun Q, Fu Y, Wei J.
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The optimal mix proportion design method of similar transparent materials in soft soil foundation. [PDF]
Xie P +8 more
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Hysteresis modelling of rainfall-induced deformation of mudstone sandstone slopes. [PDF]
Meng C +6 more
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Eruca sativa oil yields potential, fatty acids profiling, and physiological adaptations at the seed-filling stage with low-quality saline water irrigation. [PDF]
Ahmed N +6 more
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Macro-micro deformation characteristics of undisturbed loess under different hydraulic paths. [PDF]
Fu W, Shao S, She F, Luo A, Zhao Z.
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Airflow dispersion in unsaturated soil
Journal of Contaminant Hydrology, 2006Dispersion data is abundant for water flow in the saturated zone but is lacking for airflow in unsaturated soil. However, for remediation processes such as soil vapour extraction, characterization of airflow dispersion is necessary for improved modelling and prediction capabilities. Accordingly, gas-phase tracer experiments were conducted in five soils
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Classical soil mechanics, as presented in 1948 by Karl Terzaghi and Ralph B. Peck in their seminal text Soil Mechanics in Engineering Practice, encompasses three broad categories of soil behavior: hydraulics (flow), plastic equilibrium (stress) and settlement (volume change).Author: In first sentence of review, please consider providing a reference ...
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Proceedings of the Fourth International Conference on Unsaturated Soils, held in Carefree, Arizona, April 2-6, 2006. Sponsored by the Geo-Institute of ASCE; International Society of Soil Mechanics and Geotechnical Engineering, Committee TC6 on Unsaturated Soils; Canadian Geotechnical Society.
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