id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
aiti-4155	Chen, Yit-Jin; Cheng-Chieh Hsiao; Anjerick Topacio	Side Resistance of Drilled Shafts Socketed into Rocks for Serviceability and Ultimate Limit States	2020	10	.pdf	application/pdf	3691	188	61	156-165 159 Table 1 Geometries, geotechnical parameters, and interpreted results of load test data Shaft No. Depth, D Diameter, B Test depth from GL qu fs(L1) 1 fs(L2) 2 (m) (m) (m) (MPa) (MPa) (MPa) TP1 37.6 0.95 28.0~36.0 12.77 0.268 0.63 TP2 42.6 0.95 34.2~41.0 10.01 0.176 0.53 TP3 20.0 1.2 4.0~19.0 0.60 0.063 0.16 TP4 66.0 1.5 61.5~66.0 4.17 0.160 0.59 TP5 25.5 1.5 21.5~25.5 0.20 0.088 0.24 TP6 48.0 1.5 40.0~48.0 1.21 0.095 0.31 TP7 48.0 1.5 40.0~48.0 0.80 0.080 0.25 TP8 53.0 1.5 49.5~53.0 1.03 0.110 0.52 TP9 30.0 1.2 26.4~30.0 2.26 0.070 0.24 TP10 53.5 2.0 37.2~53.3 2.46 0.060 0.22 TP11 54.5 2.0 38.2~54.5 0.34 0.069 0.17 TP12 24.0 0.8 16.7~24.0 0.70 0.018 0.11 TP13 48.0 1.5 47.7~52.0 0.65 0.090 0.13 TP14 47.7 1.2 41.7~47.7 0.16 0.115 0.14 TP15 59.0 1.2 55.8~59.0 3.00 0.110 0.29 TP16 29.0 1.2 24.9~29.0 0.13 0.060 0.16 TP17 45.0 1.2 35.0~42.5 3.47 0.062 0.20 TP18 38.0 1.0 35.0~37.4 13.00 0.150 0.37 TP19 60.4 1.5 58.4~59.8 13.70 0.300 0.58 156-165 160 Table 2 Statistics of load test data for analysis Interpretation method n Statistical Analysis Pile Geometry qu (MPa)  fs (MPa)	cache/aiti-4155.pdf	txt/aiti-4155.txt