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• The hydraulic bursting tests for PVC sheets applied at a seepage control structure in a coastal confined waste disposal site were conducted to evaluate the deformation and strength characteristics of sheets laid on an empty space. In the test, two types of hydraulic pressure vessels which have different radii were used, and we found that the maximum and breaking pressures varied with the vessels. This result means that the pressure-displacement curve has a tendency of scaling effect. On the contrary, the relationship between stress which was calculated along the attachment and strain has little effect of scaling, and the stress-strain curve at the vertical point of ballooning sheet was independent with the vessels

• 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

• 二重壁構造を有する補強土壁の両面盛土への適用
• 二重壁構造をもつ垂直補強土擁壁の現場実験と数値解析
• 廃棄物処分場向け遮光性保護マットの屋外暴露挙動について
• 線状高分子混合処理土と遮水シートの境界面における遮水性の評価
• 補強土擁壁の地震時変位量計算手法の構築及び実被害事例への適用

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