Shock and Vibration / 2015 / Article / Tab 3

Research Article

Analytical Study on Dynamic Response of Deep Foundation Pit Support Structure under the Action of Subway Train Vibration Load: A Case Study of Deep Foundation Pit of the New Museum Near Metro Line 2 in Chengdu, China

Table 3

Design parameters of anchor cables of northern support pile system.

Location Anchor cable Location Dip Anchor cable lengthAnchoring segment length Anchoring location Rod form

1st anchor cable −10.0 m5°~10°25.0 m17.0 mOne pile with one anchor 7 steel strands
2nd anchor cable −13.0 m5°~10°25.0 m17.0 mOne pile with one anchor 7 steel strands

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