1.Carino, N.J. and Sansalone, M., "Pulse-Echo Method for Flaw Detection in Concrete," Technical Note 1199, National Bureau of Standards, July (1984)
2.Sansalone, M., and Carino, N.J., "Impact-Echo: A Method for Flaw Detection in Concrete Using Transient Stress Waves," NBSIR 86-3452, National Bureau of Standards, Gaithersburg, Maryland, Sept., 222 pp. (1986)
3.Carino, N.J., Sansalone, M., and Hsu, N.N., "Flaw Detection in Concrete by Frequency Spectrum Analysis of Impact-Echo Waveforms," International Advances in Nondestructive Testing, 12th Edition, W.J. McGonnagle, Ed., Gordon & Breach Science Publishers, New York, pp. 117-146. (1986)
4.ASTM C1383, "Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method," Annual Book of ASTM Standards, Vol. 04.02. (1998)
5.Leslie, J.R., and Cheesman, W.J., "An Ultrasonic Method of Studying Deterioration and Cracking in Concrete Structures," ACI J. Proc., 46(1), 17, (1949)
6.ASTM Test Designation C597-83, "Standard Test Method for Pulse Velocity Through Concrete," Annual Book of ASTM Standards, Vol. 04.02, Philadelphia. (1987)
7.Knab, L.J., Blessing, G.V., and Clifton, J.R., "Laboratory Evaluation of Ultrasonics for Crack Detection in Concrete," ACI J., 80, 17, (1983)
8.Naik, T.R., and Malhotra, V.M., "The Ultrasonic Pulse Velocity Method," Chapter 7 in Handbook on Nondestructive Testing of Concrete, V.M. Malhotra and N.J. Carino, Eds., CRC Press, Boca Raton, FL, pp. 169-188. (1991)
9.Sansalone, M., and Carino, N.J., "Impact-Echo: A Method for Flaw Detection in Concrete Using Transient Stress Waves," NBSIR 86-3452, National Bureau of Standards, Gaithersburg, Maryland, Sept., 1986, 222 pp. (1986)
10.Sansalone, M., and Carino, N.J., "Laboratory and Field Study of the Impact-Echo Method for Flaw Detection in Conerete," in Nondestructive Testing of Concrete, Special Publication of thee American Concrete Institute, pp. 1-20. (1988)
11.Sansalone, M., and Carino, N.J., "Detecting Honeycombing, the Depth of Surface-Opening Cracks, and Ungrouted Ducts Using the Impact-Echo Method," Concrete International, April, pp. 38-46. (1988)
12.Carino, N.J., and Sansalone, M., "Detecting Voids in Metal Tendon Ducts Using the Impact-Echo Method," Materials Journal of the American Concrete Institute, Vol. 89, No. 3, ,pp.296-303. May-June (1992)
13.林宜清,許有智,〝以敲擊回音法檢測鋼腱套管之灌漿品質〞,中國土木水利工程學刊,第九卷,第三期,pp. 517-523. (1997)14.Sansalone, M., and Carino, N.J., "Detecting Delaminations in Reinforced Concrete Slabs with and without Asphalt Concrete Overlays Using the Impact-Echo Method," Materials Journal of the American Concrete Institute, Vol. 86, No. 2, pp. 175-184. (1989)
15.Cheng, C. and Sansalone, M., "The Impact-Echo Response of Concrete Plates Containing Delaminations-Numerical, Experimental, and Field Studies," Materials and Structures, RILEM, Vol. 26, pp. 274-285. (1993)
16.Lin, Y. and Sansalone, M., "Detecting Flaws in Concrete Beams and Columns Using the Impact-Echo Method," Materials Journal of the American Concrete Institute, July-August, pp. 394-405. (1992)
17.Lin, Y., Sansalone, M., and Carino, N.J., "Impact-Echo Response of Concrete Shafts," ASTM Geotechnical Testing Journal, Vol. 14, NO. 2, pp.121-137. (1991)
18.Lin, J., and Sansalone, M., "Impact-Echo Response of Hollow Cylindrical Concrete Structures Surrounded by Soil or Rock, Part I-Numerical Studies", ASTM Geotechnical Testing Journal, Vol. 17, No. 2, June, pp. 207-219. (1994)
19.Lin, J., and Sansalone, M., "Impact-Echo Response of Hollow Cylindrical Concrete Structures Surrounded by Rock, Part II-Experimental Studies", ASTM Geotechnical Testing Journal, Vol. 17, No. 2, June, pp. 220-226. (1994)
20.林宜清,陳真芳,"敲擊回音法在隧道混凝土襯砌結構非破壞試驗之應用",中國土木水利工程學刊,第八卷,第二期,pp. 173-183. (1996)21.Lin, J., and Sansalone, M., "Impact-Echo Studies of Interfacial Bond Quality in Concrete: Effects of Unbonded Fraction of Area," Materials Journal of the American Concrete Institute, Vol. 93, No. 3, pp. 223-232. (1996)
22.林宜清,蔡利恩,〝以應力波動技術檢測混凝土介面之粘結品質〞,中國土木水利工程學刊,第九卷,第二期,pp. 335-341. (1997)23.Cheng, C. and Sansalone, M., "Determining the Minimum Crack Width That Can Be Detected Using the Impact-Echo Method- Part I: Experimental Study," RILEM: Material and Structures, Vol. 28, pp. 74-82, (1995)
24.Cheng, C. and Sansalone, M., "Determining the Minimum Crack Width That Can Be Detected Using the Impact-Echo Method- Part I: Experimental Study," RILEM: Material and Structures, Vol. 28, pp. 74-82, (1995)
25.Lin, Y., Yen, J.Y.R., and Chen, C.F., "Tracing Initiation and Propagation of Cracks in Composite Slabs," Journal of Structural Engineering, ASCE, Vol. 122, No. 7, pp. 756-761. (1996)
26.Lin, Y., and Su, W.C., "The Use of Stress Waves for Determining the Depth of Surface-Opening Cracks in Concrete Structures,"
27.林宜清、陳真芳、蔡聖德,混凝土構件幾何形狀對波速之影響,興大工程學報,第五期,pp. 27-39. (1994)28.經濟部水利處中區水資源局,「集集共同引水計畫-斗六大圳進水口更新改善工程(土木部份) 」設計圖,89年11月
29.經濟部水利處中區水資源局,「集集共同引水計畫-斗六大圳進水口更新改善工程」基本設計報告,89年11月
30.經濟部水利處中區水資源局,「集集共同引水計畫-斗六大圳進水口更新改善工程(土木部份)」施工補充說明書,89年11月
31.朝陽科技大學營建工程附屬專業服務中心,「集集共同引水計畫-斗六大圳進水口更新改善工程」以敲擊回音法檢測混凝土構造物厚度與強度檢測報告,90年7月
32.Proctor, T ., 〝Some Details of the NBS Conical Transducer.〞Journal of Acoustic emission, Vol. 1.,NO.3,pp.173-178(1982).
33.陳麗貞,混凝土結構厚度之時間領域檢測法,89年6月
34.蕭進裕,水利工程混凝土構造物厚度之非破壞性檢測,90年7月