A reader needs some assistance in comparing two geosynthetic clay liners for a project.
Reader seeks geosynthetic fabric webbing or netting to be draped and sprayed with concrete.
Destructive tests are indeed taken on both wedge and extrusion seams.
A reader is designing a reservoir that will be around 50ft deep and has many 2:1 sideslopes.
A reader is designing a surface impoundment with interior side slopes of 1.5H:1V.
A reader has some air pockets under the geomembrane as the pond fills with water.
A technical note regarding interpretation of cohesion (or adhesion) and friction angle in direct shear tests.
A potential industry-wide concern for GCL shrinkage was identified by Thiel and Richardson (2005) at the January 2005 Geo-Frontiers conference in Austin, Texas, based on observed problems at several sites worldwide.
The geotechnical aspects of final cover system slope stability follow the same principles used for other geotechnical stability problems.
The potential for sliding failure of final covers and piggyback liners in municipal solid waste (MSW) landfills equipped with active landfill gas (LFG) control systems is demonstrated and the need for a contingency passive venting system is presented.
The title of this article contains enough acronyms to confuse even the best engineers.
Interfaces involving nonwoven to nonwoven geotextile surfaces are sometimes part of the design of landfill liner systems.
The Purpose of Drainage for Green Roofs
The Purpose of Filter for Green Roofs
Filter Components
For retention:
For permeability:
What are Geocomposite Drains?
Source: “How to Design Green Roofs & Landscapes” presented at the 2009 IFAI Expo, Sept. 22, 2009, in San Diego, hosted by the Geosynthetic Materials Association (GMA)