Results 221 to 230 of about 64,353 (279)

Implications of the degree of saturation on the mechanical behaviour of a slow-moving landslide in the Three Gorges region, China. [PDF]

Bull Eng Geol Environ
Cueva M, Soranzo E, Saif A, Wang S, Wu W.   +4 more
europepmc   +1 more source

Instability mechanism of loess-mudstone landslides under rainfall infiltration conditions. [PDF]

Sci Rep
Liu X, Dong J, Tang C, Pan Y, Zhao J, Wei Z.   +5 more
europepmc   +1 more source

Behavior of unsaturated sandy loess under high-frequency unilateral cyclic loading. [PDF]

Sci Rep
Jiang Z, Shen B, Gao J, Xie D, Han Z.
europepmc   +1 more source

Linked nitrogen and carbon dynamics reveal distinct pools and patterns in a deep, weathered bedrock rhizosphere. [PDF]

Proc Natl Acad Sci U S A
Crutchfield-Peters KL, Rempe DM, Tune AK, Dawson TE.   +3 more
europepmc   +1 more source

Numerical simulation of water and salt transport during the re-injection process of farmland drainage. [PDF]

Sci Rep
Chen S, Yang K, Zhang X, Zhang W, Chen Y, Sang Z, Zhang G.   +6 more
europepmc   +1 more source

Field experiment on the water immersion characteristics of graded gravel-sandwich subgrade structure. [PDF]

Sci Rep
Wu G, Yue X, Bai Y, Xie Y.
europepmc   +1 more source

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Airflow dispersion in unsaturated soil

Journal of Contaminant Hydrology, 2006
Dispersion 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
T, Gidda, D, Cann, W H, Stiver, R G, Zytner   +3 more
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Unsaturated Soil Mechanics

Environmental and Engineering Geoscience, 2007
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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Unsaturated Soils 2006

2006
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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Consolidation analysis for unsaturated soils

Canadian Geotechnical Journal, 2004
This paper deals with the multidimensional consolidation of unsaturated soils when both the air phase and water phase are continuous. Following the approach proposed by D.G. Fredlund and his coworkers, the differential equations governing the coupled and uncoupled consolidation are first derived and then solved numerically.
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