Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations

Table 2

Selected anchor pull test results.

Anchor number	Depth (m)	Torque/no torque	Pull load to failure (kN)
T1	4.3	No torque	133.5
T2	5.2	No torque	177.9
T3	7.3	No torque	222.4
T4	9.1	Torque	355.9 (held)
T5	2.1	No torque	133.5
T6	9.8	Torque	355.9 (held)
T7	9.8	Torque	355.9 (held)
T8	6.4	Torque	334.5 (held)
T9	7.3	No torque	111.7
T10	9.1	No torque	197.9
T11	13.7	Refusal	117.2
T12	14.9	Refusal	83.8
T13	15.8	Refusal	93.4
T14	3.0	No torque	191.7
T15	3.0	No torque	191.7
T16	3.7	No torque	244.7
T17	5.2	Torque	244.7
T18	5.8	Refusal	99.6
T19	5.5	Refusal	169.0