Compressive Strength Prediction of Porous Concrete Using Nondestructive Tests
Compressive Strength Prediction of Porous Concrete Using Nondestructive Tests
参考文献17
-
1Y. Akkaya, T. Voigt, K. Subramaniam and S. Shah, Non-destructive measurement of concrete strength gain by an ultrasonic wave reflection method, Materials and Structures 36 (2003) 507.
-
2M. G. Hernandez, J. J. Anaya, T. Sanchez and I. Segura, Porosity estimation of aged mortar using a micromechanical model, Ultrasonics 44 (2006) 1007-1011.
-
3T. Naik and V. Malhorta, The ultrasonic pulse velocity method, CRC Handbook on Nondestructive Testing of Concrete, 1991, CRC Press, p. 169.
-
4C. M. Sayers and R. L. Grenfell, Ultrasonic propagation through hydrating cements: onset of shear wave propagation, Ultrasonics 31 (3) (1993) 147-153.
-
5S. Pesski and M. R. Johnson, Nondestructive Evaluation of Early-Age Concrete Strength in Plate Structures by the Impact-Echo Method, ACI Materials Journal 93 (3) (1996) 260-271.
-
6J. M. Lin and M. Sansalone, The impact echo response of hollow cylindrical concrete structures surrounded by soil or rock, part 1-numerical studies, American Society of Testing and Materials-Journal of Geotechnical Testing 17 (2) (1994).
-
7Y. S. Cho and F. B. Lin, Spectral analysis of surface waves in single and multi-layer slabs with finite thickness using finite element modeling, NDT & E International 38 (2005) 195-202.
-
8S. M. A. Zomorodian and O. Hunaidi, Inversion of SASW dispersion curves based on maximum flexibility coefficients in the wave number domain, Soil Dynamics and Earthquake Engineering 26 (2006) 735-752.
-
9M. E. Kalinski and R. Thummaluru, A new flee-free resonant column device for measurement of Crmax and Drain at higher confining stress, Gcotechnical Testing Journal 28 (2) (2005).
-
10M. Sansalone and N. J. Carino, Impact Echo: A method for flaw detection in concrete using transient stress waves, NBSIR 86-3452, National Technical Information Service, Springfield, Va., 1986, p. 222.
-
1张莉萍.混凝土强度与其波速度关系之探讨[J].浙江国土资源,1996(2):95-98.
-
2高红娟.瑞雷波法在强夯地基检测中的应用[J].中国科技博览,2011(16):283-283.
-
3梁丽敏,余红发,吴庆令.Influence of absorbent on electromagnetic wave absorbing property of porous concrete[J].Journal of Harbin Institute of Technology(New Series),2010,17(5):647-650. 被引量：2
-
4刘枫,杜义欣,赵鹏飞,潘国华,陶勇,汤荣伟,颜峰.武汉火车站多点输入地震反应时程分析[J].建筑结构,2009,39(1):11-15. 被引量：14
-
5P. Chindaprasirt,S. Hatanaka,N. Mishima,Y. Yuasa,T. Chareerat.Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete[J].International Journal of Minerals,Metallurgy and Materials,2009,16(6):714-719. 被引量：22
-
6朱航征.国外多孔混凝土特性与应用[J].建筑技术开发,2007,34(10):77-79.
-
7李永杨.瑞雷波勘探方法技术及在岩土工程中的应用研究[J].安徽建筑,2015,22(1):160-161. 被引量：1
-
8邱国福.探秘电网建设“宁波速度”[J].中国电业,2009(11):34-35.
-
9巩天真.Rayleigh波在强夯地基测试中的应用[J].电力学报,2002,17(2):108-111. 被引量：3
-
10王恩福,凌宏,张国宏,赵国存.剪切波速度测量及其在工程中的应用[J].防灾减灾学报,1994,24(4):59-66. 被引量：2
