「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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- 19 - 表-4.11 試料(i)（9.5～37.5㎜の礫含有率が50%）の測定結果 表-4.12 試料(c)の測定結果(1) 25.110.039.9No.IaNo.IaNo.IaNo.IaNo.Ia110.71611.43117.34643.26148.0227.31730.03233.94713.46240.7333.61848.03319.04815.66328.3424.41929.73419.74917.06412.9510.92025.83520.75033.66526.3632.72135.13619.25127.36630.0743.22226.33729.25232.46722.4825.32329.23814.85317.56815.3917.52415.33922.75425.36929.21032.42522.44044.05532.77035.11117.02640.74140.75629.27113.41214.12719.04241.25714.17219.01329.22813.44317.05824.47329.71413.42912.94439.35910.77411.41515.63028.34533.46010.97525.8Ia：衝撃加速度（インパクト値）（乾燥密度ρd=2.010g/cm3, w=10.9%, 飽和度Sr=85.9%)衝撃加速度の平均値標準偏差変動係数衝撃加速度の平均値10.0標準偏差0.4変動係数4.4No.IaNo.IaNo.Ia110.41610.63110.129.71710.2329.8310.6189.83310.549.7199.43410.359.22010.33510.269.82110.03610.179.92210.7379.8810.22310.23810.599.8248.9399.4109.8259.54010.31110.1269.64110.0129.7279.94210.7139.3289.54311.01410.22910.3449.9159.93010.2459.4Ia：衝撃加速度（インパクト値）（締固め密度；ρｄmax×97.5%, w=12.1%）