K30自动生成及计算试验记录

K30平板载荷试验记录,,,,,,,,,,"表号：铁建试录179

批准文号：铁建设函[2009]27号",,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

施工里程,,,,,,,,记录编号,,,,,,,,,

施工部位,,,,,,,,委托编号,,,,,,,,,

检测位置,,Mpa,,,,,,填料名称,,,,,,,,,

设计地基系数,,Mpa,,,,,,试验日期,,,,,,,,,

,,,,,,,,,,,,,,,,,,

"仪器设备

及

环境条件

",,,仪器设备名称,,,型号,,管理编号,示值范围,,分辨力,温度（℃）,,相对湿度（%）,,,

,,,K30平板荷载测试仪,,,K-30,,KTS027,0~25Mpa,,0.2Mpa,,,,,,

,,,/,,,/,,/,/,,/,,,,,,

填料压实状态描述,,,表面平整、整体密实,,,,,采用标准,,,TB10102-2010,,,,,,

填层厚度hcm检测标高Hm荷载板直径φ300mm,,,,,,,,,,,,,,,,,

"加载

顺序

",荷载强度σ（MPa）,,,油压表读数P（MPa）,下沉量（百分表读数）S（0.01mm）,,,,,,,,荷载板中心下沉量（0.01mm）,,,,

,,,,,表1,,表2,,,表3,平均值,,,,,,

预压,0.04,,,/,/,,/,,,/,/,,/,,,,

复位,0.00,,,/,/,,/,,,/,/,,/,,0.00,0.00,1.25

1,0.04,,,2.8,0.29,,0.29,,,/,0.29,,0.29,0.52,0.04,0.29,1.25

2,0.08,,,4.8,0.57,,0.43,,,/,0.50,,0.50,0.63,0.08,0.50,1.25

3,0.12,,,6.8,0.75,,0.85,,,/,0.80,,0.80,,0.12,0.80,1.25

4,0.16,,,8.9,1.15,,1.23,,,/,1.19,,1.19,,0.16,1.19,1.25

5,0.20,,,10.9,1.42,,1.29,,,/,1.36,,1.36,,0.20,1.36,1.25

6,0.24,,,13.0,1.66,,1.69,,,/,1.68,,1.68,,0.24,1.68,1.25

7,0.28,,,/,/,,/,,,/,/,,,,,,

8,0.32,,,/,/,,/,,,/,/,,,,,,

9,0.36,,,/,/,,/,,,/,/,,,,,,

10,0.40,,,/,/,,/,,,/,/,,,,,,

σ—S关系曲线：,,,,,,,,,,,,,,,,,

沉降1.25mm对应的荷载σS,,,,,,,MPa,,地基系数K30,,,MPa/m,,,0,,0.000

,,,,,,,,,,,,,,,,,,

附注：,,,,,,,,,,,,,,,,,

试验,,,,,计算,,,,,复核,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,S1,,130,,S1对应,,,,,,,,,

,,,,120,,130,,0.2,,,,,,,,,

,,,,,,,,,,0.50,,,,,,,

,,,,,,,,