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附表3 标贯、动探试验成果表

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附表3-1

层号孔号试验深度(m)标准贯入试验N(击/30cm)层号孔号试验深度(m)标准贯入试验N(击/30cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)

ZK210.253ZK262.258ZK512.288ZK2172.13414ZK3968.72512ZK5967.51810

ZK1010.253ZK1056.2510ZK512.31211ZK2371.81910ZK3968.83214ZK5967.62612

ZK1610.254ZK1060.2511ZK512.42018ZK2371.92412ZK4171.62211ZK5967.72813

ZK6710.453ZK1066.2513ZK571.944ZK2372.03615ZK4171.73314ZK5970.12211

ZK6812.453ZK1658.2512ZK572.088ZK2568.41810ZK4171.84216ZK5970.23013

ZK6912.454ZK1664.2513ZK572.11413ZK2568.52011ZK4268.62111ZK5970.34116

ZK7410.453ZK3160.7512ZK591.544ZK2568.63815ZK4268.72412ZK6067.91710

ZK7510.453ZK3261.2511ZK591.699ZK2870.41810ZK4268.82813ZK6068.02913

ZK7910.453ZK4963.0512ZK591.71514ZK2870.52713ZK4568.61910ZK6068.13715

ZK6744.454ZK5661.4510ZK602.155ZK2870.63915ZK4568.72913ZK6070.12211

ZK6844.453ZK6754.4511ZK602.288ZK3068.92111ZK4568.83815ZK6070.23113

ZK6944.454ZK6760.4513ZK602.3109ZK3069.02512ZK4669.61910ZK6070.34417

ZK7444.454ZK6854.4513ZK1160.799ZK3069.13013ZK4669.72713ZK6766.12612

ZK7546.454ZK6858.4511ZK1160.81010ZK3169.42111ZK4669.83815ZK6766.23214

ZK7944.453ZK6864.4513ZK1160.91212ZK3169.53915ZK4868.61910ZK6766.33815

ZK252.255ZK6954.4510ZK267.92713ZK3169.64818ZK4868.72211ZK6868.12412

ZK1048.257ZK6960.4512ZK268.03314ZK3268.72612ZK4868.82612ZK6868.23113

ZK1052.258ZK6964.4514ZK268.14717ZK3268.82913ZK4968.73514ZK6868.34316

ZK1649.2510ZK7454.4510ZK669.22713ZK3268.93314ZK4968.83214ZK6968.12111

ZK1654.257ZK7460.4513ZK669.33314ZK3270.43514ZK4968.93013ZK6968.22612

ZK2354.157ZK7556.4512ZK669.44717ZK3270.53615ZK5269.61810ZK6968.33214

ZK2751.257ZK7564.4513ZK769.92111ZK3270.64116ZK5269.72913ZK7468.12111

ZK3051.258ZK7954.4510ZK770.03314ZK3368.91910ZK5269.83815ZK7468.22713

ZK3147.758ZK7960.4514ZK770.13915ZK3369.02412ZK5370.11810ZK7468.33214

ZK3353.058ZK7964.4514ZK1069.92713ZK3369.12913ZK5370.22713ZK7568.12111

ZK4952.4510ZK9566.2511ZK1070.03715ZK3470.52312ZK5370.33915ZK7568.22913

ZK6750.455ZK10863.2513ZK1070.14818ZK3470.62713ZK5668.73615ZK7568.33615

ZK6848.458ZK12160.2514ZK1470.92713ZK3470.73113ZK5668.83214ZK7769.12111

ZK6948.458ZK1471.03314ZK3471.92813ZK5668.93013ZK7769.22512

ZK7448.458ZK1471.13615ZK3472.02512ZK5768.61910ZK7769.33214

ZK7550.459ZK2070.03314ZK3472.13314ZK5768.72813ZK7968.12612

ZK7948.455ZK2070.13514ZK3571.92211ZK5768.83214ZK7968.23214

ZK10850.9510ZK2070.23915ZK3572.02612ZK5770.92412ZK7968.33615

ZK2171.92512ZK3572.13113ZK5771.03514ZK8170.12913

ZK2172.02813ZK3968.62111ZK5771.14617ZK8170.27025⑥3⑥3标准贯入、重型圆锥动力触探试验成果表

②1'

③1

④2⑤2①0

⑥3⑥3附表3-2

层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)层号孔号试验深度(m)重型圆锥动力触探N63.5(击/10cm)重型圆锥动力触探N'63.5(击/10cm)

ZK8870.52312ZK11668.32612

ZK8870.62713ZK11670.12111

ZK8870.73414ZK11670.22512

ZK9268.11910ZK11670.33915

ZK9268.22312ZK11768.61910

ZK9268.33615ZK11768.72211

ZK9269.62111ZK11768.83414

ZK9269.73414ZK11770.62111

ZK9269.83915ZK11770.72512

ZK9571.92813ZK11770.83615

ZK9572.03013ZK11971.92312

ZK9572.14316ZK11972.02813

ZK9973.12011ZK11972.13615

ZK9973.22713ZK12171.92512

ZK9973.33013ZK12172.02713

ZK10568.62211ZK12172.13414

ZK10568.72813

ZK10568.83214

ZK10868.92813

ZK10869.02913

ZK10869.13514

ZK11069.12913

ZK11069.23214

ZK11069.33615

ZK11073.13214

ZK11073.23715

ZK11073.34316

ZK11469.12011

ZK11469.22312

ZK11469.32512

ZK11473.12813

ZK11473.23615

ZK11473.33915

ZK11668.12011

ZK11668.22312⑥3⑥3标准贯入、重型圆锥动力触探试验成果表

合集下载

杭州地铁1号线某区间岩土工程详细勘察报告

杭州地铁1号线某区间岩土工程详细勘察报告

目录

1.前言 ....................................................................................................................................................................... 1

1.1工程概况 ............................................................................................................................................................ 2

1.2岩土工程勘察分级 ............................................................................................................................................ 2

1.3勘察工作执行的主要技术标准、勘察目的及勘察方法 ................................................................................. 2

1.3.1勘察工作执行的主要技术标准.................................................................................................................. 2

1.3.2 勘察目的及任务 ........................................................................................................................................ 3

(附表2)标 贯 数 据 一 览 表

(附表2)标 贯 数 据 一 览 表

附表2-1序号孔号层号土层名称起始深度终止深度实测击数杆长修正系数修正击数--------mm击m--击110 ②-2淤泥质土0.851.1551.51.005213 ②-2淤泥质土0.851.1562.01.0063129 ②-2淤泥质土0.951.2532.21.0034132 ②-2淤泥质土0.851.1522.21.0025142 ②-2淤泥质土0.751.0532.21.0036143 ②-2淤泥质土1.651.9533.01.0037145 ②-2淤泥质土0.650.9532.21.0038156 ②-2淤泥质土1.051.3532.21.0039157 ②-2淤泥质土1.351.6522.21.00210158 ②-2淤泥质土0.951.2532.21.00311160 ②-2淤泥质土0.851.1522.21.002统计个数1111最大值66.0最小值22.0平均值3.23.2标准差1.251.25变异系数0.390.39标准值2.52.514 ③-3黏土6.857.1528.00.881.828 ③-3黏土6.456.7527.50.891.839 ③-3黏土2.652.9543.50.994410 ③-3黏土3.153.4514.00.971514 ③-3黏土3.854.1534.50.962.9639 ③-3黏土4.154.4535.00.952.8739 ③-3黏土5.155.4526.00.921.8840 ③-3黏土5.355.6516.00.920.9965 ③-3黏土6.156.4517.00.900.91065 ③-3黏土8.158.4529.00.861.71166 ③-3黏土5.155.4526.00.921.81266 ③-3黏土8.158.4519.00.860.91368 ③-3黏土3.854.1524.60.961.91469 ③-3黏土2.953.2533.50.9931572 ③-3黏土3.754.0524.50.961.91673 ③-3黏土3.754.0545.00.953.81774 ③-3黏土4.354.6535.00.952.81874 ③-3黏土5.155.4526.00.921.81976 ③-3黏土4.654.9525.50.931.92076 ③-3黏土5.555.8516.00.920.92197 ③-3黏土7.157.4528.00.881.82297 ③-3黏土8.358.6519.80.850.82399 ③-3黏土4.554.8525.50.931.924108 ③-3黏土4.354.6545.50.933.725108 ③-3黏土6.156.4537.00.902.726108 ③-3黏土8.158.4529.00.861.727115 ③-3黏土3.353.6514.00.97128115 ③-3黏土4.354.6515.00.950.929116 ③-3黏土3.353.6544.00.973.930117 ③-3黏土4.154.4525.00.951.931117 ③-3黏土5.155.4516.00.920.932117 ③-3黏土6.456.7537.00.902.733124 ③-3黏土2.152.4523.01.00234125 ③-3黏土3.153.4524.80.951.935127 ③-3黏土1.651.9523.01.00236148 ③-3黏土2.552.8534.00.972.937156 ③-3黏土2.152.4523.01.002统计个数3737最大值44.0最小值10.8平均值2.22.0标准差0.930.91变异系数0.430.45标准值1.91.8制表：校核：标贯试验成果统计表工程名称：宾阳县黎塘镇城西新区政通大道 第1页，共3页附表2-2序号孔号层号土层名称起始深度终止深度实测击数杆长修正系数修正击数--------mm击m--击11 ③-1黏土0.851.15112.01.001123 ③-1黏土1.151.45102.01.001034 ③-1黏土1.551.85122.51.001248 ③-1黏土1.752.05133.01.001359 ③-1黏土0.751.05121.51.0012612 ③-1黏土1.852.15123.01.0012713 ③-1黏土1.551.85112.51.0011814 ③-1黏土2.853.15114.00.9710.7916 ③-1黏土2.352.65113.01.00111018 ③-1黏土1.852.15123.01.00121119 ③-1黏土4.354.65115.00.9510.41233 ③-1黏土2.452.75113.50.9910.91334 ③-1黏土1.351.65112.01.00111437 ③-1黏土1.151.45112.01.00111538 ③-1黏土1.151.45132.01.00131639 ③-1黏土2.853.15134.00.9712.71743 ③-1黏土3.153.45114.00.9710.71844 ③-1黏土1.051.35112.01.00111944 ③-1黏土2.753.05103.50.999.92045 ③-1黏土1.351.65122.01.00122145 ③-1黏土3.153.45114.00.9710.72247 ③-1黏土2.652.95123.50.9911.82349 ③-1黏土2.352.65113.01.00112451 ③-1黏土1.151.45132.01.00132551 ③-1黏土3.854.15105.00.959.52665 ③-1黏土2.352.65123.01.00122766 ③-1黏土1.651.95122.51.00122868 ③-1黏土2.152.45103.01.00102969 ③-1黏土1.351.65102.01.00103073 ③-1黏土1.952.25123.01.00123174 ③-1黏土2.152.45133.01.00133276 ③-1黏土1.151.45122.01.00123376 ③-1黏土3.453.75104.00.979.73477 ③-1黏土1.351.65112.01.00113580 ③-1黏土1.351.65132.01.00133680 ③-1黏土3.153.45114.00.9710.73781 ③-1黏土1.251.55122.01.00123881 ③-1黏土2.352.65103.01.00103982 ③-1黏土2.152.45133.01.00134097 ③-1黏土1.351.65122.01.00124197 ③-1黏土3.453.75114.00.9710.74298 ③-1黏土1.451.75132.51.00134398 ③-1黏土3.153.45104.00.979.74499 ③-1黏土1.651.95112.51.001145100 ③-1黏土2.152.45123.01.001246101 ③-1黏土1.251.55112.01.001147103 ③-1黏土2.252.55113.01.001148104 ③-1黏土3.353.65114.00.9710.749105 ③-1黏土1.051.35122.01.001250108 ③-1黏土1.551.85132.51.001351110 ③-1黏土0.550.85121.01.001252110 ③-1黏土2.152.45113.01.001153113 ③-1黏土1.051.35112.01.001154114 ③-1黏土0.951.25132.01.001355115 ③-1黏土1.251.55112.01.001156116 ③-1黏土2.152.45123.01.001257118 ③-1黏土1.151.45122.01.001258119 ③-1黏土0.851.1592.01.00959121 ③-1黏土1.051.35132.01.001360122 ③-1黏土2.352.65123.01.001261123 ③-1黏土1.151.45122.01.001262136 ③-1黏土1.151.45102.21.001063138 ③-1黏土1.351.65102.21.001064140 ③-1黏土2.052.3583.01.00865164 ③-1黏土0.550.8592.21.009统计个数6565最大值1313.0最小值88.0平均值11.411.3标准差1.131.16变异系数0.100.10标准值11.111.1制表：校核：工程名称：宾阳县黎塘镇城西新区政通大道 第2页，共3页标贯试验成果统计表附表2-3序号孔号层号土层名称起始深度终止深度实测击数杆长修正系数修正击数--------mm击m--击14 ③-2黏土3.754.0555.00.954.7216 ③-2黏土3.353.6544.00.973.9319 ③-2黏土5.255.5557.00.904.5433 ③-2黏土4.654.9555.50.934.7533 ③-2黏土6.356.6547.00.903.6633 ③-2黏土8.158.4559.00.864.3735 ③-2黏土3.153.4544.00.973.9836 ③-2黏土3.653.9545.50.933.7947 ③-2黏土4.354.6545.00.953.81065 ③-2黏土4.154.4545.00.953.81166 ③-2黏土3.053.3544.00.973.91267 ③-2黏土2.953.2554.00.974.91370 ③-2黏土3.854.1555.00.954.71472 ③-2黏土1.952.2563.01.0061580 ③-2黏土3.954.2545.00.953.81697 ③-2黏土5.055.3546.00.923.717104 ③-2黏土5.155.4556.00.924.618105 ③-2黏土3.954.2544.50.963.819117 ③-2黏土1.651.9582.51.00820117 ③-2黏土2.853.1564.00.975.821119 ③-2黏土1.752.0533.01.00322120 ③-2黏土3.153.4544.00.973.923137 ③-2黏土1.151.4552.21.00524147 ③-2黏土0.851.1542.21.00425150 ③-2黏土1.151.4542.21.00426153 ③-2黏土0.751.0552.21.00527155 ③-2黏土1.952.2563.01.00628162 ③-2黏土1.551.8543.01.00429163 ③-2黏土3.453.7555.20.944.730165 ③-2黏土0.851.1552.21.005统计个数3030最大值88.0最小值33.0平均值4.74.5标准差0.960.98变异系数0.210.22标准值4.44.218 ④粉砂4.654.9555.50.934.7240 ④粉砂2.652.9563.30.996370 ④粉砂2.652.9563.50.995.9471 ④粉砂2.652.9533.50.993571 ④粉砂4.654.9545.50.933.76106 ④粉砂2.953.2564.00.975.87118 ④粉砂3.353.6564.00.975.88131 ④粉砂1.351.6552.21.0059134 ④粉砂0.951.2552.21.005统计个数99最大值66.0最小值33.0平均值5.15.0标准差1.051.05变异系数0.210.21标准值4.54.3制表：校核：标贯试验成果统计表工程名称：宾阳县黎塘镇城西新区政通大道 第3页，共3页

动力触探(标贯)仪期间核查记录表

动力触探(标贯)仪期间核查记录表

动力触探（标贯）仪期间核查记录表

规格型号： 仪器编号：

检测环境： 温度 ℃，湿度 %RH

项 目 校 验 数 据 结 果

一、落锥 1、质量 kg

2、落距 cm

二、探杆直径 1 mm 2 mm平均 mm

三、圆锥头 锥角

直径

面积 1 o 2 o 平均 o

1 mm 2 mm平均 mm

1 mm2 2 mm2平均 mm2

四、贯入器尺寸 外径

内径

长度 1 mm 2 mm平均 mm

1 mm 2 mm平均 mm

1 mm 2 mm平均 mm

期间核查结论：

依据《工程试验专用仪器期间核查检验方法》检定，该动力触探仪 。

校 验 员 核 验 员

期间核查日期 年 月 日

标准贯入试验液化判别及液化指数计算成果表_15

标准贯入试验液化判别及液化指数计算成果表_15

第 1 页 实测临界孔层试验地下黏粒标贯标贯深度水位含量击数击数号号(m)dWρcNNcrdiWiILEiILE(m)(%)(击)(击)(m)m-12-2A4.45-4.75粉土0.0010.806.0不液化2-2A5.45-5.75粉土0.004.907.06.9不液化1.002-2A6.45-6.75粉土0.004.905.07.4液　化6.10~6.800.709.032.070.672-2A6.15-6.45粉土0.0010.705.0不液化2-2A7.65-7.95粉土0.007.407.06.5不液化1.002-2A9.15-9.45粉土0.007.508.06.9不液化1.002-2A5.15-5.45粉土0.004.908.06.8不液化1.002-2A6.65-6.95粉土0.004.908.07.5不液化1.002-2A8.15-8.45粉土0.004.908.08.2液　化7.55~9.051.507.800.270.982-2A9.65-9.95粉土0.0014.008.0不液化2-2A11.15-11.45粉土0.004.909.09.3液　化10.55~11.601.055.950.180.972-2A6.15-6.45粉土0.0010.605.0不液化2-2A7.65-7.95粉土0.007.407.06.5不液化1.002-2A9.15-9.45粉土0.004.906.08.6液　化8.55~10.051.507.133.220.702-2A10.65-10.95粉土0.001.608.011.6液　化10.05~11.551.506.132.870.692-2A12.15-12.45粉土0.004.9011.09.6不液化1.002-2A13.65-13.95粉土0.008.2013.07.7不液化1.002-2A5.45-5.75粉土0.004.905.06.9液　化5.60~6.100.509.431.310.722-2A6.45-6.75粉土0.004.906.07.4液　化6.10~7.101.008.931.730.812-2A7.45-7.75粉土0.001.608.010.1液　化7.10~7.700.608.401.040.792-2A5.45-5.75粉土0.008.2010.05.4不液化1.002-2A6.45-6.75粉土0.007.907.05.9不液化1.002-2A5.45-5.75粉土0.001.609.08.9不液化1.002-2A6.45-6.75粉土0.001.609.09.5液　化6.10~7.501.408.800.660.952-2A6.15-6.45粉土0.003.0011.09.3不液化1.002-2A7.15-7.45粉土0.004.906.07.8液　化6.80~7.801.008.471.920.772-2A8.15-8.45粉土0.004.908.08.2液　化7.80~8.500.707.900.130.982-2A6.15-6.45粉土0.0011.106.0不液化2-2A7.15-7.45粉土0.0010.407.0不液化2-2A8.15-8.45粉土0.0011.109.0不液化2-2A5.55-5.85粉土0.0012.5011.0不液化2-2A6.65-6.95粉土0.0012.7011.0不液化2-2A8.15-8.45粉土0.0013.4012.0不液化N/Ncr液化等级轻微轻微中等轻微轻微轻微6.094.080.662.05层位影响权函数液化指数液化指数2.070.45D25D29D32Q22Q25BC18液化判别液化指数计算BD1D19D21D24岩土名称液化判别液化区段标贯点代表的土层厚度标准贯入试验液化判别及液化指数计算成果表工程名称:一干路工程依据规范:建筑抗震设计规范 GB 50011-2010(2016年版) 注：当黏粒含量小于3或为砂土时，程序计算时黏粒含量采用3计算。抗震设防烈度: 7度标贯击数基准值N0: 7击液化判别最大深度: 20米 设计地震分组:第一组 调整系数β: 0.8