Plaxis Deep Excavation


I have a few questions regarding deep excavation analysis with Plaxis. I am trying to explore CBP with 3 level of anchorage for 4 storey basement. My questions are as follows:

1. Let say i want to use a 20t anchor. If i prestressed the anchor, the input of the prestressed is in kN/m. Should i divide the 20t with the out of plane spacing?

2. The anchor's output displayed in the table is in kN/m. If i want to get the individual anchor force, should i multiply with the out of plane spacing?

Thank you

Soil Mechanics / Geotechnical Analysis Software Education Design Deep Excavation & Retaining Walls

Asked 22/08/2016 05:23, updated: 14/03/2017 10:08
Liyana Rusman

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Votes: 0

Francisco Martinuzzi

the answer is yes to both questions.