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,,,,,,,,,,,,,,,,,,,,,,,,,,,
,貫入法檢測砂漿抗壓強(qiáng)度計算表格,,,,,,,,,,,,,,,,,,,,,,,,,
,工程名稱,,,,,,,,,工程名稱,,,,,,,,,,,,,,,,
,層數(shù),檢測位置,,38*E-K,36*E-K,29*E-K,27*E-K,23*E-G,18*E-G,層數(shù),檢測位置,,38*E-K,36*E-K,3*F-K,3*L-P,5*F-J,14*F-J,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,
,六層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,七層,實測值,1,3.57,4.76,4.34,3.33,4.59,4.27,,,,,,,,
,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,2,3.63,4.47,3.20,4.06,3.39,3.74,,位置,38*E-K,36*E-K,29*E-K,27*E-K,23*E-G,18*E-G
,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,3,3.54,4.78,3.34,4.41,4.49,3.11,,強(qiáng)度換算值,7.6,8.2,8.6,8.0,9.2,9.4
,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,4,4.35,3.40,4.79,4.41,3.61,4.21,,位置,38*E-K,36*E-K,3*F-K,3*L-P,5*F-J,14*F-J
,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,5,3.16,4.27,4.14,4.72,3.98,4.27,,強(qiáng)度換算值,8.6,10.9,8.6,7.9,8.6,8.2
,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,6,3.44,4.72,4.00,4.01,4.51,4.17,,,,,,,,
,,,7,3.74,3.57,3.56,3.12,3.30,3.74,,,7,4.87,3.56,3.04,4.44,4.17,4.87,,,,,,,,
,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,8,4.31,3.31,3.23,4.27,4.12,3.78,,,,,,,,
,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,9,3.74,4.64,3.12,3.38,3.58,3.13,,,,,,,,
,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,10,3.58,5.12,4.54,3.73,3.07,3.48,,,,,,,,
,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,11,4.35,3.57,4.44,4.77,3.18,3.43,,,,,,,,
,,,12,4.54,3.85,4.68,3.34,3.43,3.63,,,12,3.53,3.20,3.76,3.53,3.62,3.43,,,,,,,,
,,,13,4.68,4.50,3.96,3.75,3.31,4.37,,,13,4.04,3.37,4.42,3.67,4.07,4.94,,,,,,,,
,,,14,3.28,4.45,4.66,4.61,3.19,4.62,,,14,3.02,3.35,3.84,4.28,4.09,4.69,,,,,,,,
,,,15,3.64,3.19,3.77,4.64,4.96,3.32,,,15,4.69,4.53,4.58,3.52,3.19,4.76,,,,,,,,
,,,16,3.54,3.38,3.51,4.46,3.24,3.48,,,16,4.30,3.74,3.23,3.85,3.85,3.33,,,,,,,,
,,深度代表值,,4.10,3.95,3.87,3.99,3.73,3.71,,深度代表值,,3.86,3.45,3.87,4.02,3.85,3.95,,,,,,,,
,,換算值,,7.6,8.2,8.6,8.0,9.2,9.4,,換算值,,8.6,10.9,8.6,7.9,8.6,8.2,,,,,,,,
,,換算平均值,,8.5,,標(biāo)準(zhǔn)差,0.70,變異系數(shù),0.08,,換算平均值,,8.8,,標(biāo)準(zhǔn)差,1.07,變異系數(shù),0.12,,,,,,,,
,,推定值一,,7.7,,,,,,,推定值一,,8.0,,,,,,,,,,,,,
,,推定值二,,10.0,,,,,,,推定值二,,10.4,,,,,,,,,,,,,
,,強(qiáng)度推定值,,7.7,,,,,,,強(qiáng)度推定值,,8.0,,,,,,,,,,,,,
,貫入法檢測砂漿抗壓強(qiáng)度計算表格,,,,,,,,,,,,,,,,,,,,,,,,,
,工程名稱,,,,,,,,,工程名稱,,,,,,,,,,,,,,,,
,層數(shù),檢測位置,,,,,,,,層數(shù),檢測位置,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,
,六層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,七層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,,,,,,,,
,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,,,,,,
,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,,,,,,
,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,,,,,,
,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,,,,,,
,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,,,,,,
,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,,,,,,
,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,,,,,,
,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,,,,,,
,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,,,,,,
,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,,,,,,
,,,12,4.54,3.85,4.68,4.34,3.43,3.63,,,12,4.54,3.85,4.68,4.34,3.43,3.63,,,,,,,,
,,,13,4.68,4.50,3.96,3.75,3.31,4.37,,,13,4.68,4.50,3.96,3.75,3.31,4.37,,,,,,,,
,,,14,4.28,4.45,4.66,4.61,3.19,4.62,,,14,4.28,4.45,4.66,4.61,3.19,4.62,,,,,,,,
,,,15,3.64,3.19,3.77,4.64,4.96,3.32,,,15,3.64,3.19,3.77,4.64,4.96,3.32,,,,,,,,
,,,16,4.68,3.38,3.51,4.46,3.24,3.48,,,16,4.68,3.38,3.51,4.46,3.24,3.48,,,,,,,,
,,深度代表值,,4.27,3.95,3.87,4.19,3.73,3.71,,深度代表值,,4.27,3.95,3.87,4.19,3.73,3.71,,,,,,,,
,,換算值,,6.9,8.2,8.6,7.2,9.2,9.4,,換算值,,6.9,8.2,8.6,7.2,9.2,9.4,,,,,,,,
,,換算平均值,,8.3,,標(biāo)準(zhǔn)差,1.03,變異系數(shù),0.12,,換算平均值,,8.3,,標(biāo)準(zhǔn)差,1.03,變異系數(shù),0.12,,,,,,,,
,,推定值一,,7.5,,,,,,,推定值一,,7.5,,,,,,,,,,,,,
,,推定值二,,9.7,,,,,,,推定值二,,9.7,,,,,,,,,,,,,
,,強(qiáng)度推定值,,7.5,,,,,,,強(qiáng)度推定值,,7.5,,,,,,,,,,,,,
,貫入法檢測砂漿抗壓強(qiáng)度計算表格,,,,,,,,,,,,,,,,,,,,,,,,,
,工程名稱,,,,,,,,,工程名稱,,,,,,,,,,,,,,,,
,層數(shù),檢測位置,,,,,,,,層數(shù),檢測位置,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,
,六層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,七層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,,,,,,,,
,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,,,,,,
,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,,,,,,
,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,,,,,,
,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,,,,,,
,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,,,,,,
,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,,,,,,
,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,,,,,,
,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,,,,,,
,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,,,,,,
,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,,,,,,
,,,12,4.54,3.85,4.68,4.34,3.43,3.63,,,12,4.54,3.85,4.68,4.34,3.43,3.63,,,,,,,,
,,,13,4.68,4.50,3.96,3.75,3.31,4.37,,,13,4.68,4.50,3.96,3.75,3.31,4.37,,,,,,,,
,,,14,4.28,4.45,4.66,4.61,3.19,4.62,,,14,4.28,4.45,4.66,4.61,3.19,4.62,,,,,,,,
,,,15,3.64,3.19,3.77,4.64,4.96,3.32,,,15,3.64,3.19,3.77,4.64,4.96,3.32,,,,,,,,
,,,16,4.68,3.38,3.51,4.46,3.24,3.48,,,16,4.68,3.38,3.51,4.46,3.24,3.48,,,,,,,,
,,深度代表值,,4.27,3.95,3.87,4.19,3.73,3.71,,深度代表值,,4.27,3.95,3.87,4.19,3.73,3.71,,,,,,,,
,,換算值,,6.9,8.2,8.6,7.2,9.2,9.4,,換算值,,6.9,8.2,8.6,7.2,9.2,9.4,,,,,,,,
,,換算平均值,,8.3,,標(biāo)準(zhǔn)差,1.03,變異系數(shù),0.12,,換算平均值,,8.3,,標(biāo)準(zhǔn)差,1.03,變異系數(shù),0.12,,,,,,,,
,,推定值一,,7.5,,,,,,,推定值一,,7.5,,,,,,,,,,,,,
,,推定值二,,9.7,,,,,,,推定值二,,9.7,,,,,,,,,,,,,
,,強(qiáng)度推定值,,7.5,,,,,,,強(qiáng)度推定值,,7.5,,,,,,,,,,,,,
,貫入法檢測砂漿抗壓強(qiáng)度計算表格,,,,,,,,,,,,,,,,,,,,,,,,,
,工程名稱,,,,,,,,,工程名稱,,,,,,,,,,,,,,,,
,層數(shù),檢測位置,,,,,,,,層數(shù),檢測位置,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,
,六層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,七層,實測值,1,3.83,3.88,3.36,3.84,3.75,4.51,,,,,,,,
,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,2,4.99,3.19,4.06,4.55,4.50,3.64,,,,,,,,
,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,3,3.37,3.88,4.32,3.58,5.00,4.16,,,,,,,,
,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,4,3.78,4.50,3.00,4.87,4.82,3.36,,,,,,,,
,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,5,4.33,4.85,3.18,3.55,4.08,3.38,,,,,,,,
,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,6,3.60,4.41,4.28,3.42,3.50,3.72,,,,,,,,
,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,7,3.74,3.57,3.56,4.88,3.30,3.74,,,,,,,,
,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,8,4.30,4.10,3.45,4.67,3.35,3.12,,,,,,,,
,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,9,4.73,4.99,4.27,4.19,3.71,3.52,,,,,,,,
,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,10,4.67,3.16,3.48,3.96,4.24,4.13,,,,,,,,
,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,11,4.55,3.49,4.70,3.39,3.44,3.71,,,,,,,,
,,,12,4.54,3
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