环刀法压实度自动计算程序

土壤压实度（管沟类）试验记录,,,,,,,,

试验表34,,,,,,,,

工程名称,,,,,试验日期,,2009.10.6,

代表部位,,沟槽回填,,,管、沟断面尺寸,,b*h=1.9*2.37,

施工单位,,,,,击实种类,,重型击实,

取样桩号及井号,,,(K3+560—K3+480)YSX3—YSX1第,,,,7,层

取样深度,,,30cm,,,,,

取样位置,,,(K3+560—K3+480)YSX3—YSX1第,,,,7,层

土样种类,,,砂,,,,,

湿密度,环刀号,,2,,1,,1,

,环刀+土质量(g),,579,,585,,585,

,环刀质量(g),,201.78,,200.62,,200.62,

,土质量(g),,378,,385,,384,

,环刀容积(cm³),,200,,200,,200,

,湿密度（g/cm³）,,1.89,,1.92,,1.92,

干密度,盒号,,3,4,1,2,2,3

,盒+湿土质量(g),,49.39,49.47,51.25,50.65,47.60,47.84

,盒+干土质量(g),,46.89,46.90,48.58,48.02,45.24,45.41

,水质量(g),,2.50,2.57,2.67,2.63,2.36,2.43

,盒质量(g),,17.58,18,17.81,17.91,17.91,17.58

,干土质量(g),,29.31,28.90,30.77,30.11,27.33,27.83

,含水量(%),,8.5,8.9,8.7,8.7,8.6,8.7

,平均含水量(%),,8.7,,8.7,,8.7,

,干密度（g/cm³）,,1.74,,1.77,,1.77,

最大干密度（g/cm³）,,,1.81,,1.81,,1.81,

压实度（%）,,,96.1,,97.8,,97.8,

备注,本试验经二次平行测定后，其平行差不得大于规定。取其算术平均值。,,,,,,,

审核：,,,计算：,,,试验：,,

,,,,,,黑龙江省工程质量监督总站监制,,

土壤压实度（管沟类）试验记录,,,,,,,,

试验表34,,,,,,,,

工程名称,,,,,试验日期,,2009.10.6,

代表部位,,沟槽回填,,,管、沟断面尺寸,,b*h=1.9*2.37,

施工单位,,,,,击实种类,,重型击实,

取样桩号及井号,,,(K3+560—K3+480)YSX3—YSX1第,,,,8,层

取样深度,,,30cm,,,,,

取样位置,,,(K3+560—K3+480)YSX3—YSX1第,,,,8,层

土样种类,,,砂,,,,,

湿密度,环刀号,,2,,1,,1,

,环刀+土质量(g),,586,,578,,584,

,环刀质量(g),,201.78,,200.62,,200.62,

,土质量(g),,385,,377,,383,

,环刀容积(cm³),,200,,200,,200,

,湿密度（g/cm³）,,1.92,,1.89,,1.92,

干密度,盒号,,2,3,1,2,3,4

,盒+湿土质量(g),,52.61,50.29,46.63,50.43,48.13,52.57

,盒+干土质量(g),,49.82,47.69,44.34,47.81,45.67,49.77

,水质量(g),,2.79,2.60,2.29,2.62,2.46,2.80

,盒质量(g),,17.91,17.58,17.81,17.91,17.58,18

,干土质量(g),,31.91,30.11,26.53,29.90,28.09,31.77

,含水量(%),,8.7,8.6,8.6,8.8,8.8,8.8

,平均含水量(%),,8.7,,8.7,,8.8,

,干密度（g/cm³）,,1.77,,1.74,,1.76,

最大干密度（g/cm³）,,,1.81,,1.81,,1.81,

压实度（%）,,,97.8,,96.1,,97.2,

备注,本试验经二次平行测定后，其平行差不得大于规定。取其算术平均值。,,,,,,,

审核：,,,计算：,,,试验：,,

,,,,,,黑龙江省工程质量监督总站监制,,

土壤压实度（管沟类）试验记录,,,,,,,,

试验表34,,,,,,,,

工程名称,,,,,试验日期,,2009.10.6,

代表部位,,沟槽回填,,,管、沟断面尺寸,,b*h=1.9*2.37,

施工单位,,,,,击实种类,,重型击实,

取样桩号及井号,,,(K3+560—K3+480)YSX3—YSX1第,,,,9,层

取样深度,,,30cm,,,,,

取样位置,,,(K3+560—K3+480)YSX3—YSX1第,,,,9,层

土样种类,,,砂,,,,,

湿密度,环刀号,,1,,2,,2,

,环刀+土质量(g),,584,,586,,581,

,环刀质量(g),,200.62,,201.78,,201.78,

,土质量(g),,383,,384,,379,

,环刀容积(cm³),,200,,200,,200,

,湿密度（g/cm³）,,1.92,,1.92,,1.89,

干密度,盒号,,3,4,1,2,1,2

,盒+湿土质量(g),,49.65,51.67,48.10,49.92,50.34,46.48

,盒+干土质量(g),,47.04,48.97,45.66,47.35,47.72,44.15

,水质量(g),,2.61,2.70,2.44,2.57,2.62,2.33

,盒质量(g),,17.58,18,17.81,17.91,17.81,17.91

,干土质量(g),,29.46,30.97,27.85,29.44,29.91,26.24

,含水量(%),,8.9,8.7,8.8,8.7,8.8,8.9

,平均含水量(%),,8.8,,8.8,,8.9,

,干密度（g/cm³）,,1.76,,1.77,,1.74,

最大干密度（g/cm³）,,,1.81,,1.81,,1.81,

压实度（%）,,,97.2,,97.8,,96.1,

备注,本试验经二次平行测定后，其平行差不得大于规定。取其算术平均值。,,,,,,,

审核：,,,计算：,,,试验：,,

,,,,,,黑龙江省工程质量监督总站监制,,

土壤压实度（管沟类）试验记录,,,,,,,,

试验表34,,,,,,,,

工程名称,,,,,试验日期,,2009.10.6,

代表部位,,沟槽回填,,,管、沟断面尺寸,,b*h=1.9*2.37,

施工单位,,,,,击实种类,,重型击实,

取样桩号及井号,,,(K3+560—K3+480)YSX3—YSX1第,,,,10,层

取样深度,,,30cm,,,,,

取样位置,,,(K3+560—K3+480)YSX3—YSX1第,,,,10,层

土样种类,,,砂,,,,,

湿密度,环刀号,,2,,2,,2,

,环刀+土质量(g),,585,,584,,585,

,环刀质量(g),,201.78,,201.78,,201.78,

,土质量(g),,383,,382,,383,

,环刀容积(cm³),,200,,200,,200,

,湿密度（g/cm³）,,1.92,,1.91,,1.92,

干密度,盒号,,2,3,1,2,3,4

,盒+湿土质量(g),,49.48,48.94,51.61,49.19,49.94,51.15

,盒+干土质量(g),,46.96,46.40,48.92,46.67,47.30,48.44

,水质量(g),,2.52,2.54,2.69,2.52,2.64,2.71

,盒质量(g),,17.91,17.58,17.81,17.91,17.58,18

,干土质量(g),,29.05,28.82,31.11,28.76,29.72,30.44

,含水量(%),,8.7,8.8,8.6,8.8,8.9,8.9

,平均含水量(%),,8.8,,8.7,,8