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Best regards
Zmags
MAY 2009 Vol. 31 No. 5
Florian G. Barth,
ACI President, 2009-2010
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MAY 2009 Vol. 31 No. 5 DURABILITY
36 Sweden’s Citytunneln Project
Ensuring a 120-year service life for a railway tunnel
By Henrik Christensen, Ulf Jönsson, Mats Burtu, and Sven Jansson
41 Life-365 Service Life Prediction Model™ Version 2.0
Widely used software helps assess uncertainties in concrete service
life and life-cycle costs
By Mark A. Ehlen, Michael D.A. Thomas, and Evan C. Bentz
47 Boldness and Innovation in Concrete Design
A brief overview of the life and work of Alexandre Sarrasin
By Katrin Habel and Eugen Brühwiler
ALSO FEATURING
MAY 2009 Vol. 31 No. 5 Flo
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MAY 2009 Vol. 31 No. 5
Concrete international PU
May 2009 Thmeareknedotfhtehebesgpirninigncgonfv
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Facing the Challenges Ahead Together
ACI eLEARNING WINS MOST INNOVATIVE PRODUCTS CONTE
Highlighting the Year of the Professor initiative
At the sustainable concrete technology workshop i
SDC SPRING MEETING ACI’s Strategic Developm
CONTRACTOR WINS AWARD FOR SLIP FORM PROJECT
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are the foundation of our success. To provi
CTLGroup, an internationally recognized fir
BLAST AND IMPACT LOADINGS Meeting: Technica
Solicited: Authors are encouraged to submi
Submission guidelines: Calls for Papers We recomm
Solicited: Thumbnail image and brief descri
Next Time... specify ACI Certified person
Stacy Kinchen has joined the Washington, DC,
ADMIXTURE COMBINATIONS We read with great i
reason we conducted additional investigations by
issue should be studied in a systematic approach,
ACI’s New Officers for 2009-2010 Barth, Hover, a
President in 2007, as stipulated by the Institute
many other teaching awards in his department and
COMMITTEE ON NOMINATIONS Five ACI members w
ACI Thanks Board Committee Members T htearnmk
ACI’s Award-Winning Papers and Articles ACthI
causes concave menisci to form on the surface of
GUIDE FOR USE OF VOLUMETRIC-MEASURING AND CONTINU
Tilt-Up Projects Honored TrhecTi
Sunset Community Centre
State School V-1
Sweden’s Citytunneln Project E
Although tunnels are largely protected against la
wall. It was cast vertically and prestressed to 1
Recess along joint Polystyrene foam Elastomeric
Fig. 7: Hydraulic rams from the tunnel boring mac
Life-365 Service Life Prediction Model™ Version 2
■ Details and costs of the concrete repair strate
service life less than or equal to the number of
The deterministic analysis thus far suggest
(a)
TABLE 1: EFFECTS OF LOCATION ON LIFE-CYCLE COST O
Boldness and Innovation in Concrete Design A bri
(a) (b) Fig. 2: Gueuroz Bridge: (a) general v
Fig. 3: Twisted square reinforcing bars changes
(a)
(a) (b) Fi
has a total length of 168 m (551 ft) with a main
Detailing Corner Grade Beam Depth and Dowel Embe
Fig. 4: Option 3—Increase grade beam depth only a
the beam, drilled pier, or column or if the bars
Fig. 7: Option 6—Form a blockout in the top of th
Variability of 4 x 8 in. Cylinder Tests
test dispersion for the 4 x 8s, but concluded tha
TABLE 1: SUMMARY OF TESTS FOR EACH GROUP OF DATA
Fig. 1: Distribution of the coefficient of variat
same for all. For f ' > 5000 psi (34.5 MPa), the
GLUE GUN SYSTEMS FACILITATE EFFICIENT BONDING
CONNECTORS NOW UL LISTED The eight most pop
Information on the items reported in “Products &
Book Notes THE ARCHITECT’S HANDBOOK OF PROFESSIO
Nondestructive Test Equipment QUALITEST
GSSI With the addition of the 2000 MHz Palm
OLSON INSTRUMENTS The NDE 360™ is a versati
MALÅ GEOSCIENCE CX Concrete Imaging Systems
ACI DAKOTA CHAPTER HOSTS CONFERENCE The ACI
2009 MAY 3-5 2009 Post-Tensioning Institute
Publications Order Form Please feel free to copy
The following ACI documents will soon be availabl
The following ACI draft standard is open fo
Concrete international / MAY 2009 75
PROFESSIONAL SERVICES
POINT In today’s fast- paced world, who has time
2009 ACI Membership Application !"""#$% &'()!*!!#
Quality Control for PVC Waterstop Splices Q.Apes
Fig. 1: Example of poorly aligned ribs, offset ed
Register Now! During this convention, you wi
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