"地層

編號(hào)",地層名稱，狀態(tài),"層底深度

（m)","地層厚度

（m）","極限側(cè)阻標(biāo)準(zhǔn)值

(kpa)","樁側(cè)阻力

（kpa)","樁尖平均阻力

（kpa)",,

,,,,,,,,,

,,,,,,,,,

,,,,,,,,,

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

3,粉砂,6.40,0,40,0.00,,,

4,粉土,10.40,0.31,34,10.54,,,

5,粉砂,13.00,2.60,44,114.40,,,"注：黃色區(qū)域?yàn)閿?shù)據(jù)輸入?yún)^(qū)，

"

6,細(xì)砂,15.70,2.70,48,129.60,,,綠色區(qū)為計(jì)算過(guò)程中兩個(gè)重要參數(shù)區(qū)

7,細(xì)砂,20.60,4.90,50,245.00,,,粉色區(qū)為最終的單樁豎向極限承載力標(biāo)準(zhǔn)值

8,細(xì)砂,24.09,3.49,52,181.48,,,

9,細(xì)砂,0.00,0,58,0.00,,,

10,細(xì)砂,0.00,0,60,0.00,1000.00,,

,,,,,,,必須保留此空行,

送樁=,10.09,樁長(zhǎng)=,14.00,,681.02,1000.00,,

樁基規(guī)范公式5.35,,,,,,,,

"樁型

","樁經(jīng)

(m)","樁周

(m)",,"樁端面積

",,"極限承載力

(KN)",,

,,,,,,,,,

圓樁,0.30,0.94,641.85,0.07,70.69,712.53,,

,0.80,2.51,1711.59,0.50,502.65,2214.24,,

,0.50,1.57,1069.74,0.20,196.35,1266.09,,

,0.60,1.88,1283.69,0.28,282.74,1566.43,取此值,

方樁,0.30,1.20,817.22,0.09,90.00,907.22,,

,0.40,1.60,1089.63,0.16,160.00,1249.63,,

,0.50,2.00,1362.04,0.25,250.00,1612.04,,

,,,,,,,,,

樁徑取0.6,,,樁徑取0.5,,,樁徑取0.8,,

抗拔系數(shù),,0.5,抗拔系數(shù),,0.5,抗拔系數(shù),,0.5

抗拔極限承載力標(biāo)準(zhǔn)值,,641.85,抗拔極限承載力標(biāo)準(zhǔn)值,,534.87,抗拔極限承載力標(biāo)準(zhǔn)值,,855.79

抗拔承載力特征值,,380.30,抗拔承載力特征值,,308.67,抗拔承載力特征值,,533.45

,,,,,,,,,

豎向承載力特征值,,783.2172365,豎向承載力特征值,,633.046093,豎向承載力特征值,,1107.121449

,,,,,,,,,

抗拔承載力特征值取,,,380,,,,,

豎向承載力特征值,,,780,,,,,

,,,,,,,,,

,,,樁間距1.8,,,,,

四樁群樁抗拔極限承載力標(biāo)準(zhǔn)值,,,773.3833375,,三