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Publications tagged with [drainage]
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<p>Filters in embaknment dams are composed of specifically-designed entities (zones) of coarser-grained soils placed at specifically-targeted locations within or adjacent to the dam structure. Filters are designed and constructed to achieve specific goals ...
Filed under:
Dam Engineering -
Materials for Dams
Reference:
Best Practices for Design and Construction October 2011
<p>Mechanically stabilized earth (MSE) walls reinforced by geogrids and geotextiles have seen a tremendous growth over the past thirty years. However, along with this growth has come numerous failures consisting of excessive deformation and, in some cases, ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
Journal of GeoEngineering, Vol. 6, No. 1, pp. 3-13, April 2011
Palmeira E. M.
,
Tatsuoka F.
et al.
Geosynthetics have become well established construction materials for geotechnical and environmental applications in most parts of the world. Because they constitute manufactured materials, new products and applications are developed on a routine basis to ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Electronic Journal of Geotechnical Engineering, Vol. 13, Special Issue State of the Art in Geotechnical Engineering, December, 2008
de Groot M. B.
,
Bolton M. D.
et al.
In this paper the corresponding physical phenomena of liquefaction are briefly described. Among them are: compressibility of soil skeleton, dilation, contraction, elastic versus plastic deformation, interaction between pore water and soil skeleton, compressibility ...
Filed under:
Earthquake Engineering -
Liquefaction
Reference:
JOURNAL OF WATERWAY, PORT, COASTAL, AND OCEAN ENGINEERING ASCE / JULY/AUGUST 2006
Giroud J. P
,
Zhao A.
et al.
The focus of this paper is on applications (e.g. some leachate collection layers in landfills) where a drainage system consists of a geocomposite overlain by a sand layer. If the geocomposite does not have sufficient flow capacity to convey all the collected ...
Filed under:
Environmental Geoengineering -
Waste and Landfills
Reference:
Geosynthetics International, February, 2004, Vol. 11, No. 1
<p>Results from studies into long-term changes in soil pore and moisture characteristics on land restored after surface mining in the UK will be presented. Recolonisation of soils by earthworms is a key factor in developing a new macro-pore system but in its ...
Filed under:
Environmental Geoengineering -
Mining Effects
Reference:
ISCO 2004 - 13th International Soil Conservation Organisation Conference – Brisbane, July 2004
Giroud J. P
,
Zornberg J. G.
et al.
The paper provides equations for the hydraulic design of liquid collection layers. A first series of equeations gives the maximum thickness of the liquid collected in a liquid collection layer. These equations are used in design to check that the maximum liquid ...
Filed under:
Environmental Geoengineering -
Geosynthetics in Waste
Reference:
Geosynthetics International, Special Issue on Liquid Collection Systems, Vol. 7, Nos. 4-6, 2000
Giroud J. P
,
Zornberg J. G.
et al.
Liquid collection layers used in landfills often comprise two sections with different slopes. Typically, one of the slopes ismuch steeper than the other one. The steeper slope is generally the downstream slope in a landfill cover and the upstream slope in ...
Filed under:
Environmental Geoengineering -
Geosynthetics in Waste
Reference:
Geosynthetics International, Special Issue on Liquid Collection Systems, Vol. 7, Nos. 4-6, 2000
<p>This paper reviews physical means of slope stabilization, particularly subsurface drainage and rock / soil control and retention systems, which have been improved and technically advamced in recent years because of innovative changes in design, analysis ...
Filed under:
Rock Mechanics -
Rock Support & Reinforcement
Reference:
Landslides, Bell (ed.) 1995 Balkema, Rotterdam
<p>This manual provides guidance for standards to be used for drainage and erosion control</p>
Filed under:
Dam Engineering -
Seepage and Groundwater Control
Reference:
EM 1110-3-136