Developing Sustainable Ultra-High-Performance Concrete.
- Published in:
- ACI Materials Journal, 2022, v. 119, n. 3, p. 127, doi. 10.14359/51734607
- By:
- Publication type:
- Article
Works by Hale, W. Micah
Results: 17
1
2
Effects of Moisture, Temperature, and Freezing and Thawing on Alkali-Silica Reaction.
- Published in:
- ACI Materials Journal, 2018, v. 115, n. 4, p. 575
- By:
- Publication type:
- Article
3
Mitigation of Alkali-Silica Reaction and Freezing and Thawing through Surface Treatment.
- Published in:
- ACI Materials Journal, 2017, v. 114, n. 2, p. 307, doi. 10.14359/51689493
- By:
- Publication type:
- Article
4
Durability of Silane Sealer in Highly Alkaline Environment.
- Published in:
- ACI Materials Journal, 2016, v. 113, n. 4, p. 387, doi. 10.14359/51688982
- By:
- Publication type:
- Article
5
Measured Development Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 3, p. 525, doi. 10.14359/51688823
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- Publication type:
- Article
6
Measured Transfer Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams.
- Published in:
- ACI Structural Journal, 2016, v. 113, n. 1, p. 85, doi. 10.14359/51687941
- By:
- Publication type:
- Article
7
Bond Stress-Slip Model for 0.6 in. (15.2 mm) Diameter Strand.
- Published in:
- ACI Structural Journal, 2015, v. 112, n. 5, p. 625, doi. 10.14359/51687750
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- Publication type:
- Article
8
Correlation of Strand Surface Quality to Transfer Length.
- Published in:
- ACI Structural Journal, 2014, v. 111, n. 5, p. 1245, doi. 10.14359/51686925
- By:
- Publication type:
- Article
9
Enhanced camber and deflection estimation for AASHTO prestressed concrete girders.
- Published in:
- PCI Journal, 2022, v. 67, n. 6, p. 35
- By:
- Publication type:
- Article
10
Practical ultra-high-strength concrete for precast concrete applications.
- Published in:
- PCI Journal, 2022, v. 67, n. 3, p. 29, doi. 10.15554/pcij67.3-01
- By:
- Publication type:
- Article
11
Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders.
- Published in:
- PCI Journal, 2021, v. 66, n. 3, p. 32
- By:
- Publication type:
- Article
12
Spacing requirements of 0.7 in. (18 mm) diameter prestressing strands.
- Published in:
- PCI Journal, 2016, p. 70, doi. 10.15554/pcij.01012016.70-87
- By:
- Publication type:
- Article
13
Measured transfer length of 0.6 in. prestressing strands cast in lightweight self-consolidating concrete.
- Published in:
- PCI Journal, 2015, p. 84, doi. 10.15554/pcij.05012015.84.98
- By:
- Publication type:
- Article
14
Bibliometric analysis of Web of Science-indexed papers on concrete segmental bridges.
- Published in:
- PCI Journal, 2015, p. 118
- By:
- Publication type:
- Article
15
Development lengths of high-strength selfconsolidating concrete beams.
- Published in:
- PCI Journal, 2011, p. 36, doi. 10.15554/pcij.01012011.36.53
- By:
- Publication type:
- Article
16
Transfer lengths of prestressed beams cast with self-consolidating concrete.
- Published in:
- PCI Journal, 2009, v. 54, n. 2, p. 64, doi. 10.15554/pcij.03012009.64.83
- By:
- Publication type:
- Article
17
Aircraft Response in an Airfield Arrestor System during an Overrun.
- Published in:
- Journal of Transportation Engineering, 2012, v. 138, n. 3, p. 284, doi. 10.1061/(ASCE)TE.1943-5436.0000331
- By:
- Publication type:
- Article