By ACI Committee 201
This consultant describes particular sorts of concrete deterioration. each one bankruptcy features a dialogue of the mechanisms concerned and the instructed specifications for person elements of concrete, caliber issues for concrete combinations, building tactics, and impacts of the publicity atmosphere, that are all vital issues to make sure concrete durability.
This consultant used to be constructed for traditional concrete yet is mostly appropriate to area of expertise concretes; even if, distinctiveness concretes, reminiscent of roller-compacted or pervious concrete, could have specified durability-related matters that deserve extra awareness that aren't addressed herein. Readers may still seek advice different ACI files for extra targeted info on specific concretes of curiosity.
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Extra info for ACI 201.2R-08: Guide to Durable Concrete
Dielectric dispersion: Figs. 120, 121. Phasediagram with regard to p: Fig. 122. 6. lo-’ K Pa-‘. Effect of bias field: Fig. 123; phasediagram with regard to Ebias Fig. 124. 8. 1013Vmg C5. c Spontaneous polarization: Fig. 125; spontaneous polarization at high pressure, Fig. 126. cl Pyroelectricity: see b 52 transitions, Fig. 115; seealso b 6a 61N4 Crystal form, Fig. 109. Structure of phase II: The net polarization of the (100) plane is sinusoidally modulated along the [lOO] direction with a period of 8a..
6~10-3Cm-2K-1at300K. 6a b Heat capacity: Fig. 27, additional data, transition heat and transition entropy information, see 65M8, 68P2, 72T2 Thermal conductivity: Fig. 28. Electromechanical coupling factor: Fig. 30; seealso 64B4, 72H2, 7289 64B4 b Electrostrictive constant Q33: Fig. 19 m4 C-‘. 7239 72H2 8a Elastic compliance and stiffness: Fig. 32; Table 11; seealso Sound velocity and attenuation: Figs. 33,34,35; for additional information, see 64B4, 72H2 702 1, 7523, 70B4 Secondacoustic harmonic generation and Griineisen coefficient, see 71SlO SbSI is negative biaxial.
10’2VmgC-5. c Spontaneouspolarization: Fig. 189. 6a Specific heat capacity: Figs. 2J K-’ mol-r. 7a Piezoelectricity: Figs. 192, 193. 8a Elastic compliance: Fig. 194. 77H9 70G5 1Oa Raman scattering: Figs. 195o(,1958,195y. 74Gll 13a NMR: Figs. 196,197; seealso NQR: Fig. 198 Table33. AgNa(NO&. Structure of phase II . T=20 “C. B,, is defined by Eq. (a) in Introduction. 003(1) Table 34. AgNa(N02)2. Structure of phase I . Fractional coordinates and anisotropic temperature parameters. T=50 “C.
ACI 201.2R-08: Guide to Durable Concrete by ACI Committee 201