Advances in Civil Engineering / 2012 / Article / Tab 4

Research Article

Analytical Model for the End-Bearing Capacity of Tapered Piles Using Cavity Expansion Theory

Table 4

Data arrangement for prediction and validation of end-bearing capacity.

Source
paper
Soil
type
α = 0°α = 0.53°α = 0.7°α = 0.71°α = 1.13°α = 1.4°
(kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa) (kPa)

Manandhar et al.(2010) [1]K-70.1828.561090.440.760897.731138.770.788990.761194.830.829
0.2862.791697.040.508944.14
1772.23
0.5331036.791859.50
0.558
0.3879.002083.710.422970.212176.040.4461069.292283.170.468
TO0.1234.161504.660.156473.781568.550.302643.521642.460.392
0.2239.562341.860.102527.812441.280.216686.892556.340.267
0.3237.762875.670.083551.232997.740.184706.303139.010.226

Sakr et al.
[2325]
*FS (LP)0.12319.493105.680.7472603.753744.820.6953147.725173.840.6083233.345539.990.584
*FS (HP)0.12885.871932.901.4934630.363847.471.2046315.586396.160.9878748.147554.521.158

BCP (1B)
(1971) [27]
Fine sand0.113001695.390.767
0.220002636.720.759
0.530003954.570.759
140004745.290.843
258005272.431.100

BCP (5C)
(1971) [27]
Dense sand0.180005791.111.38
0.2120009007.841.332
0.51800013511.251.332
12200016213.31.357
22500018014.671.388

JGS
(1993) [28]
Sand
(356 kPa)
0.1352005808.520.895
Sand
(256 kPa)
0.357008691.140.656
Sand
(212 kPa)
0.0842003556.081.181
Sand
(180 kPa)
0.129003895.010.745

Yasufuku et al. (2001) [8]Quiou sand
(100 kPa)
0.114001537.200.911
0.222002390.650.920
0.533003585.460.920
1.042004302.370.976
Quiou sand
(200 kPa)
0.127002997.390.901
0.238004662.050.815
0.557006992.570.815
1.070008390.890.834
Quiou sand
(400 kPa)
0.132004188.250.764
0.251006514.510.783
0.593009771.260.952
1.01220011725.311.041

Note: *FS: Fanshawe brick sand.

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