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Geotextiles used in reinforcing walls, berms, and slopes

Reinforcement use of the stress-strain behavior of a geosynthetic material to improve the mechanical properties of soil or other construction material. [Pg.337]

Reinforcement mechanisms Within the general function of the geotextile reinforcement of sods, there are three different types of reinforcement mechanism membrane, shear, and anchorage. [Pg.337]

Shear type Shear reinforcement can be better visualized by means of direct shear tests. Here, a geotextile placed on a soil is loaded in a normal direction, and then the two materials are sheared at their interface. The resulting geotextUe-to-soil shear [Pg.337]

Strength parameters (adhesion and friction angle) can be obtained as described in a traditional geotechnical manner using an adapted form of the Mohr—Coulomb failure criterion (Eq. [15.1])  [Pg.338]

The shear strength parameters Ca and 8 can be compared with the shear strength parameters of the soil by itself (ie, soil against soil) as follows (Eq. [15.2])  [Pg.338]


Geotextiles used in reinforcing walls, berms, and slopes... [Pg.337]


See other pages where Geotextiles used in reinforcing walls, berms, and slopes is mentioned: [Pg.316]    [Pg.503]    [Pg.316]    [Pg.503]   


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