Evaluation of Pull-out Resistance of Geomembrane in Soil by Pull-out Test
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概要
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The profile section of geomembrane-lined reservoirs was the liner coming up from the bottom of the pit, covering the side slopes, then running over the top a short distance. With regard to the stability of the running over, at the case of geomembrance runout only and no ancher trench at all, an exact knowledge of the interaction between geomembrane and soils was required. In this case, the the pull-out test was used to measue the interaction between geomembrane and soils. Then pull-out test were also carried out with various soiles and geomeranes.As a results, some problems at the pull-out test of geomembrane was evident.
- 国際ジオシンセティックス学会 日本支部の論文
国際ジオシンセティックス学会 日本支部 | 論文
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