... Society for Testing and Materials 10 0 Barr Harbor Drive West Conshohocken PA 19 428 -29 59 7 .2 Cited references Department of the Army, Corps of Engineers, EM 11 10 -22 0 02, Evaluation and Repair of Concrete ... rates of application for Type I adhesives are normally applied at 20 0 ft2/gal (5 m2/L), and Type II adhesives at 55 ft2/gal (1. 4 m2/L) Follow the manufacturer’s recommendations for rate of application ... D 4 25 8 and D 4 25 9 Regardless of surface preparation method, the results should be such that the surface is abraded to expose the aggregate in the surface with a maximum profile of 1 /2 in (13 ...
... 12 , 19 61, pp 52 9 -s to 53 5-s 20 “The AASHO Road Test, Report 4, Bridge Research,” Special Report No 61D, Highway Research Board,Washing- 21 5R -20 ACI COMMITTEE REPORT ton, D.C., 19 62, 21 7 pp 21 ... I No I No I No 10 Reference 28 ,~~~~~ 40 Reference 36 - 1. 12 1. 00 - 60 - 1. 04 1. 00 - 60 - 1. 10 1. 00 - 21 5R-7 FATIGUE LOADING DESIGN CONSIDERATIONS In another investigation26, 411 where both bar ... 0. 3 15 0 ,19 7 0 .27 6 0 .27 6 0 .27 6 19 0 . 25 T5 0 .28 0.49 0.89 2c ?I fpu IC percent II.8 L Lower Limit of Wire Test Results ( B e l g i a n a n d J a p a n ese) I2 A c I 6.4 I- IL IL 5. 7 5. 7 Fig 15 -Fatigue...
... Concrete Institute P.O Box 19 150 Detroit, MI 4 8 21 9. 0 15 0 364.1R - 21 ASTM 19 16 Race St Philadelphia, PA 19 103 American Society of Civil Engineers 3 45 East 47th St New York, NY 10 017 U.S Army Engineer ... advantages, and limitations (Carino and Sansalone 19 90, Clifton et al 19 82, Clifton 19 85, Malhotra 19 76, and Carino and Malhotra 19 91) 6 .5- Sampling techniques 6 .5 .1 Concrete-Samples of concrete in an existing ... in Concrete,” Technical Report No 22 , England Corps of Engineers, 19 86, “Evaluation and Repair of Concrete Structures,” Engineer Manual, EM 11 10 -2- 20 02 HUD, 19 82, “Rehabilitation Guideline Structural...
... description…………………………………………………… 1.5 .1 RaMCo…………………………………………………………… 1.5 .2 Study area………………………………………………………… 1. 6 Outline of the thesis……………………………………………………… 13 14 14 19 21 23 25 26 26 27 31 Methodology……….… ... Recommendations……………………………………………………… 6.4 .1 Other directions for the validation of integrated systems models… 6.4 .2 Proper use of integrated systems models………………………… 10 3 10 3 10 3 10 4 10 4 10 5 10 5 10 6 10 9 10 9 11 0 References……………………………………………………………………… ... 19 91 to 20 01 is depicted in Fig .1. 7 It is noted that, due to the Asian economic crisis in 19 97, the inflation of the Indonesian Rupiah is remarkably high 1. 6 1. 4 1 .2 0.8 0.6 0.4 0 .2 19 91 1992...
... mm 15 0 8 25 0 12 9 50 Rectangular with cross-section mm × mm × hole diameter mm 14 4, 12 , 12 11 0, 10 , 11 14 4, 12 , 12 2 95 m 80 m 95 m 0 14 6 ohms 0– 32 V, 10 0 A dc (Three) 0· 12 7 ohms 0 15 6 ohms Fabrication ... Ausset P et al 20 04 Status of the light ion source development at CEA/Saclay Rev Sci Instrum 75( 5): 14 14 14 16 http://laacg1.lanl.gov Poisson code, Reference manual, LA-UR-87- 12 6 , LANL 19 87 Jain S ... Sons) Saitoh Y, Ohlwshi K, Arakawa K 20 04 Development of 13 GHz compact electron cyclotron resonance ion source Rev Sci Instrum 75( 5): 15 02 15 05 Schriber S O 19 94 Survey of proposed high intensity...