地基承载力计算表

>20mm>10mm>0.5mm>0.25mm>0.1mm #4粘土类粘土

#11粘土类粘土

#13粘砂土类粘砂土

#4粘土类粘土 2.740.9362140

#11粘土类粘土 2.720.6262341

#13粘砂土类粘砂土 2.710.86325.631.3

K1 #4粘土类 2.740.9360.657可塑162.10 #11粘土类 2.720.6260.001硬塑414.60 #13粘砂土类 2.710.8630.872软塑151.70

荷 载

形 式

一孔重载

（常水

位）

684005027000-36840022790000434.46544.30.008650654

一孔轻载

（常水

位）

684005027000-36840022790000434.46411.30.008616224一孔重载

（高水位）684005027000-36840022790000411.56757.30.008339069

最大孔隙比

e max

液限W L

基本允许

承载力σ0

塑限W P

状态

孔隙比e

液性指数

I L

土粒比重

G S

土粒比重

G S

孔隙比e

系数

土的编号土层编号土层编号类别

类别

类别

名称

土的状态鉴

已给的数据

地基允许承已给的数据由计算名称

土名称鉴

已知资料

土的粒径级配

一孔轻载（高水位）684005027000-36840022790000411.56624.30.008304639二孔满载（常水位）684005027000-36840022790000411.56110.3

0.008171581荷载形式

一孔重载

（常水

位）

83780011400614004470000.008650.001990.000427一孔轻载

（常水

位）

83780011400614004470000.008610.001920.000421一孔重载

（高水

位）

83780011400614004470000.008330.001370.000431一孔轻载

（高水

位）

83780011400614004470000.00830.001290.000425二孔满载

（常水

位）83780011400614004470000.008170.002190.0004

荷载形式

M i 单位

KN ·m 一孔重载

（常水

位）一孔轻载

（常水

位）一孔重载

（高水

位）一孔轻载

（高水

位）两孔满载

（常水

位）z 00

-340.2-340.5-318.8-319.6-322.8一孔重载（常水位）一孔轻载（常水位）一孔重载（高水位）一孔轻载（高水位）二孔满载

（常水

位）

荷载形式

0.20.41 0.40.82 0.6 1.24

0.8 1.65

1 2.06 1.

2 2.47 1.4 2.89 1.6 3.3

1.8 3.71

2 4.12 2.2 4.54 2.4 4.95 2.6 5.36

2.8 5.77

3 6.19 3.57.22

48.25

z 00 0.20.41 0.40.82 0.6 1.24

0.8 1.65

1 2.06 1.

2 2.47 1.4 2.89 1.6 3.3

1.8 3.71

2 4.12 2.2 4.54 2.4 4.95 2.6 5.36

2.8 5.77

3 6.19 3.57.22

48.25

位置

00 12

24 36 48

00 0.10.233 0.20.465 0.30.698 0.40.93 0.5 1.163 0.6 1.395 0.7 1.628 0.8 1.86

0.9 2.093

1 2.326 1.1 2.558 1.

2 2.791 1.

3 3.023 1.

4 3.256 1.

5 3.488 1.

6 3.721 1.

7 3.953 1.

8 4.186

1.9 4.419

2 4.651 2.2 5.116 2.4 5.581 2.6 6.047

2.8 6.512

3 6.977 3.58.1

4 49.302

塑限W P

液限W L 21

4023

4125.6

31.3#REF!#REF!0.25

#REF!#REF!#REF!#REF!K 2

1.5

18.618.812.5

20.1710.371.5

18.809.000.000426994

7.02683E-13#REF!0.000420602

7.02683E-13#REF!0.0004313047.02683E-13#REF!评定土名之依据

水中容重γ,含水量W%饱和容重γsat 系数

IP=5.7<10状态鉴定表 表二

计算数据允许承载力表 表三

由计算或查得的数据

最小孔隙比e min

名称鉴定表 表一

塑性指数I P =19>17I P =18>17

0.0004249117.02683E-13

#REF!0.0004002077.02683E-13#REF!10026434.4

6544.3

2386.4812

9646

434.4

6411.3

2313.094267

6889411.56757.31870.3502676509411.56624.31796.96333311026411.56110.32507.906667H i

l i M 0= M i + H i l i H 0 =H i KN

m KN ·m KN 010191.7

74.274.260.960.974.2202.8201.75194.95194.15191.77.57.57.57.57.572.4

72.3

68.5

68.5

68.6

0.1970.99828.57091

191.31660.377

0.986

54.67631

189.01620.529

0.95976.72087183.84030.646

0.91393.68938175.02210.723

0.851104.85669163.13670.762

0.774110.51286148.37580.765

0.687110.94795131.69790.737

0.594106.88711113.86980.685

0.49999.3455595.65830.614

0.40789.0484278.02190.532

0.3277.1559661.3440.443

0.24364.2482946.58310.355

0.17551.4856533.54750.27

0.1239.158123.0040.193

0.07627.9907914.56920.051

0.0147.39653 2.68380000

10191.70.197

0.99828.5709191.320.377

0.98654.6763189.020.529

0.95976.7209183.840.646

0.91393.6894175.020.723

0.851104.857163.140.762

0.774110.513148.380.765

0.687110.948131.70.737

0.594106.887113.870.685

0.49999.345695.660.614

0.40789.048478.020.532

0.3277.15661.340.443

0.24364.248346.580.355

0.17551.485733.550.27

0.1239.1581230.193

0.07627.990814.570.051

0.0147.39653 2.6800000

1.50.2597.960.666666667 1.50.24294.82528

0501001502002503001357911131517

M z z

1.333333333 1.50.21885.421122 1.50.189

74.05776

2.666666667 1.50.16564.6536一孔重载一孔轻载常水位常水位0

1202.800201.750

0.11218.107217.0350.197

0.998232.549231.4580.29

0.994245.974244.8660.377

0.986257.668256.5500.458

0.975267.836266.7120.529

0.959275.459274.3360.592

0.938280.844279.7290.646

0.913284.040282.9390.689

0.884284.740283.6610.723

0.851283.252282.2000.747

0.814279.422278.4030.762

0.774273.607272.6260.768

0.732266.007265.0700.765

0.687256.422255.5330.755

0.641245.563244.7240.737

0.594233.276232.4900.714

0.546220.021219.2900.685

0.499206.050205.3760.651

0.452191.314190.6960.614

0.407176.525175.9620.532

0.32146.329145.8760.443

0.243117.090116.7380.355

0.17589.83089.5680.27

0.1265.66565.4800.193

0.07644.95544.8330.051

0.01410.64610.620000.0000.000

0.000 100.000 200.000 300.000 400.000 500.000 600.000 147101316192225

判定土状态依据

0.25

955.518872.3922-340.241 902.239066772.3046-340.467 425.983066768.4986-318.805 372.703333368.525-319.645 1167.42666768.578-322.838

191.7

219.88751

243.69251

260.56117

268.71148

267.99339

258.88866

242.64585

220.75691

195.00385

167.07032

138.49996

110.83139

85.03315

62.1621

42.55999

10.08033

191.7219.8909243.6963260.5609268.7094267.997258.893242.648220.757195.0056167.0684

138.496

110.8283

85.0357

62.1581

42.5608

10.07653

96.392640.021420587

17系列1

90.12320.020027378

79.739440.017719876

69.355680.015412373

32.32680.007183733一孔重载一孔轻载两孔满载高水位高水位

常水位194.950194.150191.700209.432208.632206.203223.090222.291219.888235.778234.983232.609246.818246.029243.693256.404255.624253.331263.567262.800260.561268.597267.846265.672271.543270.813268.711272.117271.410269.388270.607269.927267.993266.870266.219264.381261.244260.625258.889253.925253.340251.707244.718244.168242.646234.302233.789232.377222.533222.057220.757209.844209.407208.220196.482196.083195.004182.395182.034181.063168.264167.939167.070139.428139.172138.500111.528111.334110.83185.52785.38785.03362.49562.39962.16242.76642.70642.560

10.11510.10410.0800.0000.0000.0002528一孔轻载（常）一孔重载（常）0.000 100.000 200.000 300.000 400.000 500.000 600.000 14710131619222528