Shock and Vibration / 2015 / Article / Tab 4

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 4

Design parameters of anchor cables of eastern, southern, and western support pile systems.

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

1st anchor cable −9.0 m10°~15°25.0 m17.0 mOne pile with one anchor 7 steel strands
2nd anchor cable −12.0 m10°~15°25.0 m17.0 mOne pile with one anchor 7 steel strands
3rd anchor cable −15.0 m10°~15°25.0 m17.0 mOne pile with one anchor 7 steel strands
4th anchor cable −18.0 m10°~15°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.