「地盤改良」に関わる技術評価証明 報告書 （第3 回更新版）

25/102

- 17 - 表-4.7 試料(e)（9.5～37.5㎜の礫含有率が10%）の測定結果 表-4.8 試料(f)（9.5～37.5㎜の礫含有率が20%）の測定結果 14.31.49.8No.IaNo.IaNo.IaNo.IaNo.Ia113.41614.03115.04614.16112.2212.21714.13217.04715.16214.3314.41814.23315.34814.46312.9415.11916.13414.94914.26411.9513.92012.23514.25014.26515.6613.22112.43612.65114.16616.0713.12215.13714.95215.36715.1812.92311.93815.55317.56815.4912.92417.03915.25411.96914.41014.32515.34014.15512.47013.91113.92614.44113.95611.27116.61217.02715.14214.75715.17214.11315.62812.24314.05816.17313.11414.12914.14415.35914.07411.91516.63014.24514.96012.27513.4Ia：衝撃加速度（インパクト値）（乾燥密度ρd=1.880g/cm3, w=12.9%, 飽和度Sr=83.9%)衝撃加速度の平均値標準偏差変動係数17.31.710.0No.IaNo.IaNo.IaNo.IaNo.Ia115.31620.73117.94617.76117.4215.61715.83216.24717.26219.5317.71815.63317.14817.86318.0417.81917.43418.74917.26422.5517.72017.03515.85017.06517.6617.02115.83617.65117.26617.9717.22218.53717.45217.76717.0815.32317.63813.85315.36818.5916.82421.93919.55417.86920.71012.22519.54020.05515.67015.61117.82617.94117.25616.87118.51217.22718.04217.75715.67217.61317.22817.44317.05813.27317.41415.32917.64419.25915.37415.81515.63019.54518.76015.37515.8Ia：衝撃加速度（インパクト値）（乾燥密度ρd=1.923g/cm3, w=12.2%, 飽和度Sr=85.5%)衝撃加速度の平均値標準偏差変動係数