...C C HOLT; R J FREER HEWISH; R J F HEWISH © Thomas Telford and ICE 1998 BIRMINGHAM UNIVERSITY PAVEMENTS CONSTRUCTION CLAYS LIME TREATMENT MELLOWING EFFECT TREATED MODIFICATION PROCESS MATERIALS SOILS IMPROVEMENT RESEARCH MIXING PLANT COMPACTION PULVERISATION DESIGN...

...D C HEATH; SIR P INNES The applicationof lime and cemenstoil stablization at BAA airports c.D. Heath, FICE, FIHT PYOCI.nstn Civ. Engrs Transp., 1994, 105, Feb., 65-66 Paper 9817 Paper published : W Sir Peter Innes, Scott Wilson Kirkpatrick & Partners Paragraph 13of the Paper refers briefly...

... his method of operation carefully. In addition the earthworks design called for 600 mm of capping. The Contractor chose to construct a capping layer of 250 mm of lime stabilized material overlaid with 350 mm of selected crushed rock over some 40% of the scheme. Elsewhere, where capping was specified...

... at Stansted; reference is also made to work at Heathrow involving Gravel/Brickearth deposits and at Glasgow where soft clay deposits occur. The dual use of both lime and cement to modify and strengthen the natural subgrades and earthwork formation are described together with summaries of the main control...