灌砂法、环刀法压实度随机自动计算表格.xls
《灌砂法、环刀法压实度随机自动计算表格.xls》由会员分享,可在线阅读,更多相关《灌砂法、环刀法压实度随机自动计算表格.xls(6页珍藏版)》请在得力文库 - 分享文档赚钱的网站上搜索。
1、压压实实度度试试验验(灌灌砂砂法法)样品编号:试验日期: 路段桩号结构层名称最大干密度(g/cm3)2.440桩号标准砂 密度放基板筒+砂质量筒+剩余 砂质量土样 质量湿 密度含水量测定 干密度 压实度筒+砂质量筒+剩余 砂质量盒 质量盒+湿土盒+干土 含水量0k+0001.411500013354200001223998442.2794710791103045.22.1688.4 0k+0001.411500013359200001235795772.2590710484100115.22.1487.7 0k+0001.411500013311200001314085082.32841934
2、989285.22.2190.4 0k+0001.411500013354200001296885182.23958947690515.32.1286.8 0k+0001.411500013395200001458559132.19912682565794.32.1086.0 0k+0001.411500013410200001477560292.346029# #DIV/0! # 0k+0001.411500013384200001483957252.285725# #DIV/0! # 0k+0001.411500013405200001378671592.197159# #DIV/0! #
3、 0k+0001.411500013416200001473056862.185686# #DIV/0! # 0k+0001.411500013384200001431859982.085998# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.4115000
4、2000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! # 0k+0001.41150002000090842.569084# #DIV/0! #备注试验:复核:压压实实度度试试验验(灌灌砂砂法法)样品编号:试验日期:路段桩号结构层名称综合毛体积密度(g/cm3)2.440桩号标准砂 密度放基板 筒+砂质量筒+剩 余 砂质量土样 质量湿 密度含水量测定干密度压实度筒+砂质量筒+剩 余 砂质量盒 质量盒+湿土盒+干土 含水量
5、0k+0001.411500013334200001207296812.1892810609101924.52.0985.7 0k+0001.411500013313200001224695952.2386610461100045.02.1286.9 0k+0001.411500013261200001258888922.21931982395063.72.1387.3 0k+0001.411500013278200001253492882.289441023298324.52.1889.3 0k+0001.411500013290200001273485122.16841935390333.
6、92.0885.2 0k+0001.411500013305200001244194412.278961033799304.52.1788.9 0k+0001.411500013301200001284085592.21933949291084.72.1186.5 0k+0001.411500013320200001305883972.25960935790194.22.1688.5 0k+0001.411500013349200001321781892.25821901086205.02.1487.7 0k+0001.411500013297200001209895852.189071049
7、2100624.72.0885.2 0k+0001.411500013344200001306481632.18885904887493.82.1086.1 0k+0001.411500013294200001264388982.22958985695064.12.1387.3 0k+0001.411500013308200001283986102.22912952291514.52.1286.9 0k+0001.411500013258200001207196972.2194710644101914.92.1186.5 0k+0001.411500013316200001217395852.
8、2092210507100944.52.1186.5 0k+0001.411500013347200001296284782.22924940290214.72.1286.9 0k+0001.411500013310200001241294962.2789010386100034.22.1889.3 0k+0001.411500013272200001242293762.268161019298753.52.1889.3备注试验:复核:压压实实度度试试验验(灌灌砂砂法法)样品编号:试验日期:路段桩号结构层名称最大干密度(g/cm3)2.253桩号标准砂 密度放基板 筒+砂质量筒+剩 余 砂质量
9、土样 质量湿 密度含水量测定干密度压实度筒+砂质量筒+剩 余 砂质量盒 质量盒+湿土盒+干土 含水量0k+0001.411500013356200001332684542.37907936187647.62.2097.6 0k+0001.411500013373200001365979232.37896881982667.52.2097.6 0k+0001.411500013379200001306290132.39912992592887.62.2298.5 0k+0001.411500013353200001304888792.36841972091167.32.2097.6 0k+000
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 灌砂法 刀法 压实度 随机 自动 计算 表格
限制150内