Uplift Capacity of Shallow Anchors Based on the Generalized Nonlinear Failure Criterion

Table 1

Comparison of the local test and proposed method results.

Category	Results of proposed method (kPa)												Results of local test (kPa)
		0	0.1	0.2	0.3	0.4	0.5	0.6	0.7	0.8	0.9	1
	Clay	1	731.34	616.12	525.40	452.81	393.91	345.54	305.39	271.74	243.30	219.09		198.33	332.5
2		710.83	598.87	510.73	440.19	382.96	335.95	296.94	264.24	236.61	213.08	192.91	341.7
Sandy soil	1	1111.88	952.43	825.04	721.62	636.51	565.63	505.99	455.35	411.98	374.59	342.12	400.5
	2	1133.16	970.72	840.95	735.59	648.88	576.67	515.90	464.30	420.12	382.01	348.93	411.3
Coarse-grained soil	1	670.81	566.96	484.92	419.06	365.43	321.25	284.46	253.53	227.31	204.92	185.66	194.6
	2	600.89	507.90	434.43	375.45	327.43	287.87	254.92	227.23	203.75	183.70	166.46	188.2