Modified Reimbert Theory by Mr. Rotter

Posted in: , on 28. Jun. 2010 - 17:52

Dear people,

the DIN 1055-6 2005 uses a modified reimbert theory by rotter to calculate wall pressures for squat silos. The original reimbert theory delivers the following formulae for the horizontal wall pressure :

Sigma h = ph0 * ( 1 - [ (z - h0)/(z0 - h0) + 1 ]^-2 )

This formulea can be retrieved from the theory, originally set up by Mr Reimbert.

The horizontal wall pressure from the modified reimbert formulae by Mr rotter equals :

Sigma h = ph0 * ( 1 - [ (z - h0)/(z0 - h0) + 1 ]^-n )

n = - ( 1 + tanB )( 1 - h0/z0 )

This exponential factor n does not follow from reimberts theorie.

Does some1 know where to find the theoretical background for this modification?

Tx in advance

Re: Modified Reimbert Theory By Mr. Rotter

Posted on 20. Jul. 2010 - 10:50

The DIN covers different height/diameter ranges with 3 different theories, which apply for certain height/diameter ranges.


  1. Janssen's Equation 2 < H/D
  2. Modified Reimbert by rotter 0.4 < H/D < 2
  3. Retaining wall theory HD < 0.4



At the transitions of the different theories, eg , near H/D = 0.4 or H/D = 2 , there is a possible gap in horizontal wall pressure for the different theories at the same H/D boundary when the original Reimbert theory is used.

This possible gap is narrowed due to the modified reimbert theory by rotter. The modified theory makes for a smoother transition at the boundary H/D ranges.

Still, this modification must have been backed up by some sort of theoretical background.

Mr Rotter wrote a book about silos :

Guide for the economic design of circular metal silos

Interestingly enough, in this book, only the original Reimbert theory is mentioned.

Silos With Conical Inserts

Posted on 11. Jan. 2013 - 05:35

Dear All,

I am working on Design of Silo with Conical inserts.

I am referiong to following

1. DIN 1055 Standard

2. Book : Handling of Bulk Solids By P.A.Shamlou

3. Journal Paper :Theoretical wall stresses and insert loads in a bin-hopper with a conical insert using the differential slice method

I am still not able to get the Peak Pressure Values at transition.

If someone could provide the guidelines for Design of Silo with Conical inserts it will be beneficial.

silo_with_inserts

Thanks