Research Article

Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China

Table 2

Settlement of two piles measured under various loads.

Load (kN)20003000400050006000700080009000100001100012000130001400015000

(mm)0.160.350.360.450.070.771.114.1115.5621.1223.64
(mm)0.220.330.380.430.060.891.244.0013.8721.7234.22
(mm)0.230.320.340.450.090.901.203.8914.5319.8029.66
(mm)0.230.440.440.430.130.761.093.1615.0020.4332.96
(mm)0.210.360.380.440.070.831.163.7914.7420.7730.12
(mm)0.060.491.000.300.0140.0241.090.241.080.971.111.30.842.87
(mm)0.070.51.110.410.0070.0301.100.250.990.971.211.160.663.09
(mm)0.50.550.970.370.0080.0311.000.191.001.071.171.250.732.78
(mm)0.10.581.080.440.0110.0270.970.281.051.071.151.250.693.22
(mm)0.070.531.040.380.010.0281.040.241.031.021.161.240.732.99