碾压试验总结报告.docx

1、碾压试验总结报告碾压试验总结报告一 人员组织岗位姓名职责岗位姓名职责技术负责刘运雄技术指导试验工程师朱凯压实度检测测量记录谷云龙控制摊铺厚度试验员冯纯富含水量检测工区长唐文芳生产组织现场工程师周战伟平整压实现场工程师毕家桂土料挖运控制辅助人员本地人若干机手、试验等二 设备仪器组织22吨光轮压路机2台洒水车1台土盒5个22吨凸块压路机2台平地机1台酒精10L380挖机1台推土机1台5m钢卷尺1把40吨自卸车5台灌砂筒2个水准仪1台三 碾压试验时间及土料来源碾压试验时间为2015年3月16日2015年3月31日，土料来源于5#土料场。四 碾压场地布置五 碾压试验成果1 测量成果碾压试验测量记录（4

2、0cm-Wp）The measurement of rolling test record碾压遍数Rolling pass测点Measuring point铺料前高程Spread before material elevation铺料后高程Spread the material elevation铺料厚度Spread the thickness of the material静压2遍后高程Static pressure elevation after 2 times动碾压后高程After crushing elevation压实厚度The compaction thickness沉降量sett

3、lement备注note震压4遍Shock pressure 4 times40-4-125.87 26.13 0.26 26.10 0.23 0.03 40-4-225.93 26.30 0.37 26.26 0.33 0.0440-4-325.90 26.34 0.44 26.33 0.43 0.01 40-4-425.92 26.33 0.41 26.30 0.38 0.03 40-4-525.87 26.27 0.40 26.25 0.38 0.02 40-4-625.95 26.22 0.27 26.21 0.26 0.01 40-4-725.94 26.31 0.37 26.30

4、0.36 0.01 40-4-825.93 26.35 0.42 26.33 0.40 0.02 40-4-925.91 26.34 0.43 26.33 0.42 0.01 40-4-1025.91 40-4-1125.92 40-4-1225.97 平均值25.92 26.29 0.37 26.27 0.35 0.02 震压6遍Shock pressure 6times40-6-126.07 0.20 0.06 40-6-226.19 0.26 0.11 40-6-326.29 0.39 0.05 40-6-426.27 0.35 0.06 40-6-526.21 0.34 0.06 40

5、-6-626.16 0.21 0.06 40-6-726.27 0.33 0.04 40-6-840-6-926.31 0.40 0.03 40-6-1040-6-1140-6-12平均值26.22 0.31 0.06 震压8遍Shock pressure 8 times40-8-140-8-240-8-340-8-440-8-540-8-640-8-740-8-840-8-940-8-1040-8-1130-8-12碾压试验测量记录（40cm-Wp-2）The measurement of rolling test record碾压遍数Rolling pass测点Measuring poin

6、t铺料前高程Spread before material elevation铺料后高程Spread the material elevation铺料厚度Spread the thickness of the material静压2遍后高程Static pressure elevation after 2 times动碾压后高程After crushing elevation压实厚度The compaction thickness沉降量settlement备注note震压4遍Shock pressure 4 times40-4-125.82 40-4-225.78 40-4-325.71 40-

7、4-425.76 26.23 0.47 26.20 0.44 0.03 40-4-525.78 26.21 0.43 26.18 0.40 0.03 40-4-625.81 26.23 0.42 26.18 0.37 0.05 40-4-725.89 26.25 0.36 26.22 0.33 0.03 40-4-825.83 26.24 0.41 26.22 0.39 0.02 40-4-925.76 26.22 0.46 26.20 0.44 0.02 40-4-1025.80 40-4-1125.88 40-4-1225.89 平均值25.81 26.23 0.43 26.20 0.39

8、 0.03 震压6遍Shock pressure 6times40-6-140-6-240-6-340-6-426.17 0.41 0.06 40-6-526.14 0.36 0.07 40-6-626.15 0.34 0.08 40-6-726.19 0.30 0.06 40-6-826.17 0.34 0.07 40-6-926.18 0.42 0.04 40-6-1040-6-1140-6-12平均值26.17 0.36 0.06 震压8遍Shock pressure 8 times40-8-140-8-240-8-340-8-440-8-540-8-640-8-740-8-840-8-

9、940-8-1040-8-1130-8-12碾压试验测量记录（40cm-Wp+2）The measurement of rolling test record碾压遍数Rolling pass测点Measuring point铺料前高程Spread before material elevation铺料后高程Spread the material elevation铺料厚度Spread the thickness of the material静压2遍后高程Static pressure elevation after 2 times动碾压后高程After crushing elevation压

10、实厚度The compaction thickness沉降量settlement备注note震压4遍Shock pressure 4 times40-4-125.81 40-4-225.87 40-4-325.85 40-4-425.94 26.32 0.38 26.25 0.31 0.07 40-4-525.94 26.25 0.31 26.24 0.30 0.01 40-4-625.88 26.29 0.41 26.28 0.40 0.01 40-4-725.89 26.26 0.37 26.24 0.35 0.02 40-4-825.97 26.28 0.31 26.26 0.29 0.

11、02 40-4-925.94 26.32 0.38 26.30 0.36 0.02 40-4-1025.93 40-4-1125.93 40-4-1225.91 平均值25.91 26.29 0.36 26.26 0.34 0.03 震压6遍Shock pressure 6times40-6-140-6-240-6-340-6-426.22 0.28 0.10 40-6-526.21 0.27 0.04 40-6-626.26 0.38 0.03 40-6-726.22 0.33 0.04 40-6-826.22 0.25 0.06 40-6-926.27 0.33 0.05 40-6-104

12、0-6-1140-6-12平均值26.23 0.31 0.05 震压8遍Shock pressure 8 times40-8-140-8-240-8-340-8-440-8-540-8-640-8-740-8-840-8-940-8-1040-8-1130-8-12碾压试验测量记录（50cm-Wp）The measurement of rolling test record碾压遍数Rolling pass测点Measuring point铺料前高程Spread before material elevation铺料后高程Spread the material elevation铺料厚度Spre

13、ad the thickness of the material静压2遍后高程Static pressure elevation after 2 times动碾压后高程After crushing elevation压实厚度The compaction thickness沉降量settlement备注note震压4遍Shock pressure 4 times50-4-125.94 50-4-225.93 50-4-325.88 50-4-425.88 26.17 0.29 26.16 0.28 0.01 50-4-525.91 26.25 0.34 26.22 0.31 0.03 50-4-

14、625.91 26.22 0.31 26.20 0.29 0.02 50-4-725.92 26.26 0.34 26.23 0.31 0.03 50-4-825.93 26.23 0.30 26.21 0.28 0.02 50-4-925.91 26.20 0.29 26.15 0.24 0.05 50-4-1025.88 50-4-1125.91 50-4-1225.91 平均值25.91 26.22 0.31 26.20 0.29 0.03 震压6遍Shock pressure 6times50-6-150-6-250-6-350-6-426.11 0.23 0.06 50-6-526.

15、17 0.26 0.08 50-6-626.15 0.24 0.07 50-6-726.20 0.28 0.06 50-6-826.17 0.24 0.06 50-6-926.10 0.19 0.10 50-6-1050-6-1150-6-12平均值26.15 0.24 0.07 震压8遍Shock pressure 8 times50-8-150-8-250-8-350-8-450-8-550-8-650-8-750-8-850-8-950-8-1050-8-1150-8-12碾压试验测量记录（50cm-Wp-2）The measurement of rolling test record碾

16、压遍数Rolling pass测点Measuring point铺料前高程Spread before material elevation铺料后高程Spread the material elevation铺料厚度Spread the thickness of the material静压2遍后高程Static pressure elevation after 2 times动碾压后高程After crushing elevation压实厚度The compaction thickness沉降量settlement备注note震压4遍Shock pressure 4 times50-4-125

17、.87 50-4-225.83 50-4-325.76 50-4-425.73 26.24 0.51 26.23 0.50 0.01 50-4-525.82 26.24 0.42 26.22 0.40 0.02 50-4-625.86 26.28 0.42 26.26 0.40 0.02 50-4-725.87 26.31 0.44 26.29 0.42 0.02 50-4-825.85 26.29 0.44 26.28 0.43 0.01 50-4-925.79 26.27 0.48 26.26 0.47 0.01 50-4-1025.75 50-4-1125.79 50-4-1225.83 平均值25.81 26.27 0.45 26.26 0.44 0.01 震压6遍Shock pressure 6times50-6-150-6-250-6-350-6-426.20 0.47 0.04 50-6-526.18 0.36 0.06 50-6-626.22 0.36 0.06 50-6-726.26 0.39 0.05 50-6-826.23 0.38 0.06 50-6-926.23 0.44 0.04 50-6-1050-6-1150-6-12平均值26.22 0.40 0.05 震压8遍Shock pressure 8 times50-