Tài liệu tham khảo | Loại | Chi tiết |
1.1. ACI Committee 332, “Residential Code Requirements for Structural Concrete (ACI 332M-10) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2010, 30 pp | Sách, tạp chí | Tiêu đề: | Residential Code Requirements forStructural Concrete (ACI 332M-10) and Commentary | |
3.6. Parra-Montesinos, G. J., “Shear Strength of Beams with Deformed Steel Fibers,” Concrete International, V. 28, No. 11, Nov. 2006, pp. 57-66 | Sách, tạp chí | Tiêu đề: | Shear Strength of Beams withDeformed Steel Fibers,” "Concrete International | |
3.7. ACI Committee 223, “Guide for the Use of Shrinkage- Compensating Concrete (ACI 223R-10),” American Concrete Institute, Farmington Hills, MI, 2010, 16 pp.References, Chapter 4 | Sách, tạp chí | Tiêu đề: | Guide for the Use of Shrinkage-Compensating Concrete (ACI 223R-10) | |
4.1. Li, S., and Roy, D. M., “Investigation of Relations between Porosity, Pore Structure and CL Diffusion of Fly Ash and Blended Cement Pastes,” Cement and Concrete Research, V. 16, No. 5, Sept. 1986, pp. 749-759 | Sách, tạp chí | Tiêu đề: | Investigation of Relations betweenPorosity, Pore Structure and CL Diffusion of Fly Ash and BlendedCement Pastes,” "Cement and Concrete Research | |
4.2. ACI Committee 233, “Slag Cement in Concrete and Mortar (ACI 233R-03),” American Concrete Institute, Farmington Hills, MI, 2003, 19 pp | Sách, tạp chí | Tiêu đề: | Slag Cement in Concrete and Mortar(ACI 233R-03) | |
4.3. ACI Committee 234, “Guide for the Use of Silica Fume in Concrete (ACI 234R-06),” American Concrete Institute, Farmington Hills, MI, 2006, 63 pp | Sách, tạp chí | Tiêu đề: | Guide for the Use of Silica Fume inConcrete (ACI 234R-06) | |
4.4. Ozyildirim, C., and Halstead, W., “Resistance to Chloride Ion Penetration of Concretes Containing Fly Ash, Silica Fume, or Slag,” Permeability of Concrete, SP-108, American Concrete Institute, Farmington Hills, MI, 1988, pp. 35-61 | Sách, tạp chí | Tiêu đề: | Resistance to Chloride IonPenetration of Concretes Containing Fly Ash, Silica Fume, orSlag,” "Permeability of Concrete | |
4.5. ASTM C1202-10, “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration,”ASTM International, West Conshohocken, PA, 2010, 7 pp | Sách, tạp chí | Tiêu đề: | Standard Test Method for ElectricalIndication of Concrete’s Ability to Resist Chloride Ion Penetration | |
4.6. ACI Committee 201, “Guide to Durable Concrete (ACI 201.2R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 49 pp | Sách, tạp chí | Tiêu đề: | Guide to Durable Concrete (ACI201.2R-08) | |
4.7. ACI Committee 222, “Protection of Metals in Concrete Against Corrosion (ACI 222R-01),” American Concrete Institute, Farmington Hills, MI, 2001, 41 pp | Sách, tạp chí | Tiêu đề: | Protection of Metals in ConcreteAgainst Corrosion (ACI 222R-01) | |
4.8. ASTM C1524-02a(2010), “Standard Test Method for Water- Extractable Chloride in Aggregate (Soxhlet Method),” ASTM International, West Conshohocken, PA, 2010, 4 pp | Sách, tạp chí | Tiêu đề: | Standard Test Method for Water-Extractable Chloride in Aggregate (Soxhlet Method) | Tác giả: | 8. ASTM C1524-02a | Năm: | 2010 | |
4.9. ACI Committee 211, “Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (ACI 211.1-91) (Reapproved 2009),” American Concrete Institute, Farmington Hills, MI, 1991, 38 pp | Sách, tạp chí | Tiêu đề: | Standard Practice for SelectingProportions for Normal, Heavyweight, and Mass Concrete (ACI211.1-91) (Reapproved 2009) | |
4.10. Drahushak-Crow, R., “Freeze-Thaw Durability of Fly Ash Concrete,” EPRI Proceedings, Eighth International Ash Utilization Symposium, V. 2, Oct. 1987, p. 37-1 | Sách, tạp chí | Tiêu đề: | Freeze-Thaw Durability of Fly AshConcrete,” "EPRI Proceedings | |
4.11. Whiting, D., “Deicer Scaling and Resistance of Lean Concretes Containing Fly Ash,” Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, SP-114, American Concrete Insti- tute, Farmington Hills, MI, 1989, pp. 349-372 | Sách, tạp chí | Tiêu đề: | Deicer Scaling and Resistance of LeanConcretes Containing Fly Ash,” "Fly Ash, Silica Fume, Slag, andNatural Pozzolans in Concrete | |
5.1. ACI Committee 211, “Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (ACI 211.1-91) (Reapproved 2009),” American Concrete Institute, Farmington Hills, MI, 1991, 38 pp | Sách, tạp chí | Tiêu đề: | Standard Practice for SelectingProportions for Normal, Heavyweight, and Mass Concrete (ACI211.1-91) (Reapproved 2009) | |
5.2. ACI Committee 211, “Standard Practice for Selecting Proportions for Structural Lightweight Concrete (ACI 211.2-98) (Reapproved 2004),” American Concrete Institute, Farmington Hills, MI, 1998, 20 pp | Sách, tạp chí | Tiêu đề: | Standard Practice for SelectingProportions for Structural Lightweight Concrete (ACI 211.2-98)(Reapproved 2004) | |
5.3. ASTM C1077-07, “Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation,” ASTM International, West Conshohocken, PA, 2007, 6 pp | Sách, tạp chí | Tiêu đề: | Standard Practice for Laboratories TestingConcrete and Concrete Aggregates for Use in Construction andCriteria for Laboratory Evaluation | |
5.4. ASTM D3665-07, “Standard Practice for Random Sampling of Construction Materials,” ASTM International, West Conshohocken, PA, 2007, 13 pp | Sách, tạp chí | Tiêu đề: | Standard Practice for Random Samplingof Construction Materials | |
5.5. ACI Committee 214, “Guide to Evaluation of Strength Test Results of Concrete (ACI 214R-11),” American Concrete Institute, Farmington Hills, MI, 2011, 16 pp | Sách, tạp chí | Tiêu đề: | Guide to Evaluation of Strength TestResults of Concrete (ACI 214R-11) | |
5.6. Carino, N. J.; Guthrie, W. F.; Lagergren, E. S.; and Mullings, G. M., “Effects of Testing Variables on the Strength of High- Strength (90 MPa) Concrete Cylinders,” High-Performance Concrete, SP-149, V. M. Malhotra, ed., American Concrete Insti- tute, Farmington Hills, MI, 1994, pp. 589-632 | Sách, tạp chí | Tiêu đề: | Effects of Testing Variables on the Strength of High-Strength (90 MPa) Concrete Cylinders,” "High-PerformanceConcrete | |