Silty
Geotechnical
- Jun 6, 2017
- 43
Hi Everyone,
I am currently involved with geotechnical investigation for a railroad embankment. Can you advise what should be the distance between holes and depth of investigation? What parameters are important and should be considered.
The embankment is 11 m wide and 1.5 high and there are two rail road sidings(low speed to let the train stop)
I think settlement/heave is critical for this case, since the tolerances for the railway is limited.
Any comment on ballast for the embankment will be great,
Thanks
I am currently involved with geotechnical investigation for a railroad embankment. Can you advise what should be the distance between holes and depth of investigation? What parameters are important and should be considered.
The embankment is 11 m wide and 1.5 high and there are two rail road sidings(low speed to let the train stop)
I think settlement/heave is critical for this case, since the tolerances for the railway is limited.
Any comment on ballast for the embankment will be great,
Thanks