Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing

Table 4

Numerical calculation results under each impact energy.

Ek (kJ)	m (kg)	V0 (m/s)	u1max (mm)	Mmax (kN·m)	Fmax (kN)
0.02	8	2.24	0.685	−8.612	2.214
	16	1.58	0.461	−6.231	35.578
	32	1.12	1.068	−13.802	50.396
	64	0.79	1.885	−13.746	70.070
	128	0.56	2.316	−12.572	60.761
	256	0.40	2.480	−12.978	55.886
	512	0.28	2.376	−12.435	45.379
0.04	8	3.16	0.914	−12.510	80.864
	16	2.24	0.733	−9.231	15.142
	32	1.58	2.112	−14.132	81.674
	64	1.12	2.852	−13.441	69.837
	128	0.79	3.589	−11.222	79.681
	256	0.56	3.793	−10.677	66.156
	512	0.40	3.918	−10.956	60.286
0.08	8	4.47	1.373	−11.324	2.889
	16	3.16	0.915	−11.930	43.803
	32	2.24	2.710	−12.457	112.317
	64	1.58	4.493	−10.174	86.927
	128	1.12	5.409	−12.790	118.471
	256	0.79	6.062	−11.211	87.404
	512	0.56	6.309	−11.664	78.885
0.16	8	6.32	1.905	−13.911	96.989
	16	4.47	1.311	−10.991	95.448
	32	3.16	3.909	−14.468	147.183
	64	2.24	6.383	−12.139	148.149
	128	1.58	8.296	−13.197	127.281
	256	1.12	9.195	−14.039	134.988
	512	0.79	10.050	−13.905	108.580
0.32	8	8.94	3.168	−13.741	179.245
	16	6.32	2.019	−14.798	42.950
	32	4.47	6.667	−13.419	114.412
	64	3.16	9.860	−14.796	157.711
	128	2.24	12.314	−15.508	167.901
	256	1.58	13.729	−15.970	144.364
	512	1.12	15.419	−15.786	147.667
0.64	8	12.65	5.192	−10.732	129.509
	16	8.94	2.816	−13.432	102.544
	32	6.32	10.444	−15.171	136.888
	64	4.47	16.733	−16.862	186.536
	128	3.16	19.667	−17.829	188.736
	256	2.24	21.785	−18.044	170.880
	512	1.58	23.064	−18.471	174.056
1.28	8	17.89	8.173	−14.332	142.015
	16	12.65	4.831	−12.154	51.102
	32	8.94	16.786	−18.182	271.797
	64	6.32	24.807	−21.549	138.881
	128	4.47	30.163	−20.545	227.441
	256	3.16	33.677	−18.791	185.048
	512	2.24	38.090	−19.081	231.157