Advances in Civil Engineering / 2012 / Article / Tab 2

Research Article

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

Table 2

Selected anchor pull test results.

Anchor numberDepth (m)Torque/no torquePull load to failure (kN)

T14.3No torque133.5
T25.2No torque177.9
T37.3No torque222.4
T49.1Torque355.9 (held)
T52.1No torque133.5
T69.8Torque355.9 (held)
T79.8Torque355.9 (held)
T86.4Torque334.5 (held)
T97.3No torque111.7
T109.1No torque197.9
T1113.7Refusal117.2
T1214.9Refusal83.8
T1315.8Refusal93.4
T143.0No torque191.7
T153.0No torque191.7
T163.7No torque244.7
T175.2Torque244.7
T185.8Refusal99.6
T195.5Refusal169.0

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.