Advances in Civil Engineering / 2020 / Article / Tab 1 / Research Article
Evaluation of Ground Displacements Caused by Installing Jet Grouted Columns Using Machine Learning Methods Table 1 Data collected in this study.
Data number Soil types R c (m)E (kPa)L OA (m)δ A (mm)References 1 Soft clay 0.88 5370 7.4 31.2 Shen et al. [31 ] 2 Soft clay 0.88 5882 7.4 26.9 Shen et al. [31 ] 3 Soft clay 0.88 6393 7.4 22.7 Shen et al. [31 ] 4 Soft clay 0.88 6905 7.4 17.7 Shen et al. [31 ] 5 Soft clay 0.88 7416 7.4 14.2 Shen et al. [31 ] 6 Soft clay 0.88 7927 7.4 9.6 Shen et al. [31 ] 7 Soft clay 0.88 8439 7.4 6.5 Shen et al. [31 ] 8 Soft clay 0.88 14321 7.4 3.7 Shen et al. [31 ] 9 Soft clay 0.88 15139 7.4 2.3 Shen et al. [31 ] 10 Soft clay 0.88 15957 7.4 1.5 Shen et al. [31 ] 11 Silty clay 0.5 2500 6.5 44.2 Wang et al. [8 ] 12 Silty clay 0.5 2500 6.5 47.4 Wang et al. [8 ] 13 Silty clay 0.5 5000 6.1 15.1 Wang et al. [8 ] 14 Silty clay 0.5 5000 5.8 13.9 Wang et al. [8 ] 15 Silty clay 0.5 5000 5.6 14.6 Wang et al. [8 ] 16 Silty clay 0.5 5000 5.4 15.1 Wang et al. [8 ] 17 Silty clay 0.5 5000 5.2 14.9 Wang et al. [8 ] 18 Silty clay 0.5 5000 5.1 14.9 Wang et al. [8 ] 19 Silty clay 0.5 5000 5.0 15.2 Wang et al. [8 ] 20 Silty clay 0.5 5000 5.0 18.0 Wang et al. [8 ] 21 Silty clay 0.5 5000 5.0 18.8 Wang et al. [8 ] 22 Silty clay 0.5 5000 5.1 15.0 Wang et al. [8 ] 23 Silty clay 0.5 5000 5.2 11.2 Wang et al. [8 ] 24 Silty clay 0.5 5000 5.4 10.9 Wang et al. [8 ] 25 Silty clay 0.5 5000 5.6 10.7 Wang et al. [8 ] 26 Silty clay 0.5 5000 5.8 10.6 Wang et al. [8 ] 27 Silty clay 0.5 5000 6.1 9.9 Wang et al. [8 ] 28 Silty clay 0.5 5000 6.4 9.2 Wang et al. [8 ] 29 Silty clay 0.5 5000 6.7 9.1 Wang et al. [8 ] 30 Silty clay 0.5 5000 7.1 8.6 Wang et al. [8 ] 31 Silty clay 0.5 5000 7.4 8.4 Wang et al. [8 ] 32 Silty clay 0.5 5000 7.8 7.6 Wang et al. [8 ] 33 Silty clay 0.5 5000 8.2 6.7 Wang et al. [8 ] 34 Silty clay 0.5 5000 8.6 6.3 Wang et al. [8 ] 35 Silty clay 0.5 5000 9.0 3.2 Wang et al. [8 ] 36 Silty clay 0.5 5000 9.4 2.3 Wang et al. [8 ]
Note. R c : radius of jet grouted column; E : Young’s modulus of soil; L OA : distance from column center to target point; δ A : measured displacement at the radial direction.
