Lateral Earth Pressure

Information from Humphrey, 2003

    Lateral earth pressure is the pressure exerted by a fill material on the wall of a structure like a retaining wall.  Lateral earth pressure is represented by the coefficient of lateral earth pressure at rest, KO, which is horizontal stress divided by vertical stress.  Poisson's ratio, μ, relates horizontal deformation to vertical deformation.  Table 1 lists values for the coefficient of lateral earth pressure and Poisson's ratio.

Table 1. Summary of coefficient of lateral earth pressure at rest and Poisson's ratio

Particle size range (in.)

Tire shred type

Source of tire shreds

Ko

μ

Reference

2

Mixed

Sawyer Environmental

0.44

0.30

(1)

3

Mixed

Palmer Shredding

0.26

0.20

(2)

2

Mixed

Pine State Recycling

0.41

0.28

(2)

1

Glass

F & B Enterprises

0.47

0.32

(2)

----

----

----

----

0.3 to 0.17

(3)

2

Mixed

Maust Tire Recycles

0.4a

0.3

(4)

Notes:  a.  For vertical stress less than 25 psi.

 References:

            (1)  Manion and Humphrey (1992); Humphrey and Manion (1992)
            (2)  Humphrey, et al. (1992, 1993); Humphrey and Sandford (1993)
            (3)  Edil and Bosscher (1992, 1994)
            (4)  Drescher and Newcomb (1994)

 

Back to Main Engineering Page

Back to Main Materials Page


Our source links are not currently working.  We apologize for any inconvenience. 

Questions or comments about beneficial use?  Please direct them to a staff member.

 

The University of Maine

ŠThis is an official publication of The University of Maine.  "Beneficial Use of Solid Waste in Maine."

March 12, 2006.  http://useit.umaine.edu/