ジオロックウォール Ⅰ型 施工例2
- 施工地:
- 愛媛県
愛媛県大平工区侵食防止及び排水路工事
・盛土の高さ(m):3.0 ・概算施工延長(m):42.6
・斜面高さ(m):H=58 ・崩壊土砂衝撃力(kN/m):54.25
愛媛県大平工区侵食防止及び排水路工事
・盛土の高さ(m):3.0 ・概算施工延長(m):42.6
・斜面高さ(m):H=58 ・崩壊土砂衝撃力(kN/m):54.25
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