「地盤改良」に関わる技術評価証明 報告書 （第3 回更新版）

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- 18 - 表-4.9 試料(g)（9.5～37.5㎜の礫含有率が30%）の測定結果 表-4.10 試料(h)（9.5～37.5㎜の礫含有率が40%）の測定結果 12.71.310.2No.IaNo.IaNo.IaNo.IaNo.Ia113.41610.73113.94610.96112.9210.91714.23214.44712.46210.9312.41813.33312.64811.56314.2411.51914.13413.54913.36414.4512.92010.83512.95012.66513.1613.32112.33611.75111.86613.2711.82212.13712.65213.66713.0812.62313.63810.95314.56812.6910.52412.93913.35413.86913.51014.42511.64015.45511.37012.81113.62612.54116.05613.07113.41213.92711.04213.55710.97210.91311.02813.04314.55812.57312.71410.82910.84412.45912.67415.51511.03011.04513.66013.07513.3衝撃加速度の平均値標準偏差変動係数（乾燥密度ρd=1.862g/cm3, w=13.4%, 飽和度Sr=83.2%)Ia：衝撃加速度（インパクト値）14.02.518.2No.IaNo.IaNo.IaNo.IaNo.Ia111.31615.03113.74615.96113.0214.91714.63212.94714.56215.6312.41814.33315.24816.86311.6413.01913.93413.5499.66413.1512.62013.63513.45014.96512.0614.62118.63612.35115.86611.3712.12216.43715.05215.16716.7819.72314.03821.65314.26812.0914.02411.63914.85415.26919.7109.32511.24018.45516.47014.21112.12612.54115.45614.87120.41220.42712.14213.75713.27216.71312.82813.54310.75813.67315.41411.22911.34412.75912.87412.61511.13011.44510.56010.47513.7Ia：衝撃加速度（インパクト値）（乾燥密度ρd=1.891g/cm3, w=13.2%, 飽和度Sr=84.7%)衝撃加速度の平均値標準偏差変動係数