The following is
the overview of the formal project deliverables.
To enable optimal dissemination of the project results, the partners decided that the reports are open for third parties.
Reports can be obtained in digital form through the projects web site and in paper through the project technical secretariat at CUR.
All reports are identified by means of an individual (international) ISBN number
R1 Definitions and International Consensus Report. April 1998
R2 LWAC Material Properties State-of-the-Art. December 1998
R3 Chloride penetration into concrete with lightweight aggregates. March 1999
R4 Methods for testing fresh lightweight aggregate concrete, December 1999
R5 A rational mix design method for LWAC using typical UK materials, January 2000
R6 Properties of Lytag-based concrete mixtures strength class B15-B55, January 2000
R7 Grading and composition of the aggregate, March 2000
R8 Properties of lightweight concretes containing Lytag and Liapor, March 2000
R9 Technical and economic mixture optimisation of high strength LWAC, March 2000
R10 Paste optimisation based on flow properties and compressive strength, March 2000
R11 Pumping of LWAC based on expanded clay in Europe, March 2000
R12 Applicability of the particle-matrix model to LWAC, March 2000
R14 Structural LWAC. Specification and guideline for materials and production, May 2000
R15 Light Weight Aggregates, May 2000
R16 In-situ tests on existing lightweight aggregate concrete structures, May 2000
R17 Properties of LWAC made with natural lightweight aggregates, May 2000
R18 Durability of LWAC made with natural lightweight aggregates, May 2000
R19 Evaluation of the early age cracking of LWAC, May 2000
R20 The effect of the moisture history on the water absorption of LWA, May 2000
R21 Stability and pumpability of LWAC. Test Methods, May 2000
R22 The economic potential of LWAC in c.i.p. concrete bridges, May 2000
R23 Mechanical properties of LWAC, May 2000
R24 Prefabricated bridges, May 2000
R25 Chemical stability, wear resistance and freeze-thaw resistance of LWAC, May 2000
R26 Recycling lightweight aggregate concrete, May 2000
R27 Mechanical properties of LWAC compared with both NWC and HSC, May 2000
R28 Prestressed beams loaded with shear force and/or torsional moment, May 2000
R29 A prestressed steel-LWAconcrete bridge system under fatigue loading
R30 Creep properties of LWAC, May 2000
R32 Tensile strength as design parameter, May 2000
R33 Structural and economical comparison of bridges made of inverted T-beams with topping, May 2000
R34 Fatigue of normal density concrete and lightweight concrete, May 2000
R35 Composite models for short- and long-term strength and deformation properties of LWAC, May 2000
R36 High strength LWAC in construction elements, May 2000
R38 Comparing HSLWAC and HSC with the aid of a computer model, May 2000
R39 Proposal for a Recommendation on design rules for high strength LWAC, May 2000
R41 LWA concrete under fatigue loading. Literature survey and fatigue tests, May 2000
R42 Shear capacity of prestressed beams, May 2000
R43 Prestressed steel-LWAC bridge system under fatigue loading, May 2000