Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Embankment : Influence zone for ground improvement

Status
Not open for further replies.

Geosubhtech

Geotechnical
Joined
Jan 2, 2018
Messages
57
Location
IE
Greetings to all,

I am working on stability analysis of embankments.
Details about:
Location : Delta region of a river, High risk zone (Seismic), in between the two banks of river, approach to the main bridge
Purpose : for road vehicle movement (24 kPa live load)
Max height : 10m
Base soil : Liquefiable up to 42m (with out considering the surcharge from embankment fill),
10 m height surcharge liqefiable depth reduces to 30m.

So, for this work i have to give ground improvement.
How much distance for the lateral width from toe of the embankment i have to consider?
Is it fine with Height of the embankment ? or please provide suggestions.
any reference will be very helpful.
Any more info. please ask below.

Thank you for the consideration.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top