Lime Stabilisation

Lime is a very effective binder for plastic soils. Usually in clays there is a degree of pozzolemic  material which chemically reacts with calcium hydroxide to forma cementitious material.

Lime is usually used in subgrades or unsealed roads resulting in

These improved properties achieve major advantages in pavements.

Subgrades are:

Unsealed Roads

Lime Publications
Lime Stabilisation Practice; Version 1E June 2008
AustStab Tech Notes - Lime stabilisation Practice; No. 1F, Jan 2008
Laboratory Investigation report for the insitu stabilisation of unsealed road trials using lime, cementitious & polymers binders
A new approach to laboratory testing of stabilised materials , 2006
A new approach to pavement design using lime stabilised subgrades ; 2003
Insitu Stabilisation of Local Government Roads with Cementitious Binders including Lime (Version D - Minor changes) Version D2 2006
Tip to cleaning vehicles driven over lime and cement during road stabilisation construction ( webpage)
Insitu Stabilisation in Local Government, 1996
Selection of Additives for Stabilisation and Recycling of Road Pavement, 1994
Insitu Stabilisation of subgrades and pavement materials using lime for Local Government Roads (Version B) Version B2, 2006
Insitu stabilisation of subgrade materials using lime for main roads (Version A) Version A2, 2006
Model Specification for Supply of Limestone for Acid Sulphate Sites (Version A)
Lime Application Rate Ver B.xls
Verification of Binder Spread Rate Version B, 11/3/1997
Australian Binders Used for Road Stabilisation Version C, 1/6/1999
Verification of Application Rate Version A, 14/2/2000
Model Specification for supply of lime stone for acid sulphate sites Draft A
A new approach to determining working time for road stabilisation for all binder types, 2006
Stabilised pavements - selecting the additive, 1999
Rethink of the design philosophy of lime stabilisation, 1998
Update on Lime Stabilisation, 1997