Het effekt van funderings- en tussenlagen op de beddingconstante.

Author(s)
Most, H.E. van der
Year
Abstract

When designing concrete pavements, the bearing capacity of the subgrade and possible subbase layers is usually expressed as the modulus of subgrade reaction or k value. The effect of subbase layers on the bearing capacity of the substructure can be expressed by an increase of the k value of the subgrade. The VNC (Vereniging Nederlandse Cementindustrie) Handleiding Betonwegen (VNC Manual on Concrete Roads) provides a number of tables of such values, and the AASHTO guide provides a nomogram. Some aspects of this method are discussed in this paper.

Request publication

8 + 9 =
Solve this simple math problem and enter the result. E.g. for 1+3, enter 4.

Publication

Library number
C 3260 (In: C 3245 S) /22 /32 / IRRD 821911
Source

In: Wegbouwkundige werkdagen 1988, Ede, 26 en 27 mei 1988, Deel 1: Stroom I : ontwerp - onderhoud - beheer, 12 p., 7 ref.

Our collection

This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.