(5). Tensile deformation of GCL due to future differential settlement on the slope. (10 points) . Design differential se

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5 Tensile Deformation Of Gcl Due To Future Differential Settlement On The Slope 10 Points Design Differential Se 1 (11.17 KiB) Viewed 42 times

5 Tensile Deformation Of Gcl Due To Future Differential Settlement On The Slope 10 Points Design Differential Se 2 (11.17 KiB) Viewed 42 times

5 Tensile Deformation Of Gcl Due To Future Differential Settlement On The Slope 10 Points Design Differential Se 3 (11.17 KiB) Viewed 42 times

5 Tensile Deformation Of Gcl Due To Future Differential Settlement On The Slope 10 Points Design Differential Se 4 (30.67 KiB) Viewed 42 times

(5). Tensile deformation of GCL due to future differential settlement on the slope. (10 points) . Design differential settlement: 0.3 m deep with 1.5 m radial subsidence. . Allowable tensile strain in GCL: 13%
Geogrid Geopipe Thick 4P FOT 450mm thick cover soil NANNEAKERS Solid waste 200 m 100 m (3=1 slope section) (6:1 slope section) Fig. 1 Geosynthetics Landfill Cover Design (not in scale) त्र -gas Ven't -Top stil Cover Joil -gentextile gronet Geomembois GCL Geotextile