1) Abe, M. Fujioka, T. y Nagata, Y. (2002). Location of a Defect in a Concrete Block by a non-destructive technique. Acoust. Sci. & Tech. 23(6), 308-312.
2) Adhikari, S. Tighe, S. and Burak, R. (2008). In-Situ Measurements of Interlocking Concrete Pavement Response to Vehicular Loading and Environment. 2008 Annual Conference and Exhibition of the Transportation Association of Canada. Toronto, Canadá.
3) Airbus (2011a). Airplane Characteristics for Airport Planning. A-318. Revision No 8. May 2011. France.
4) Airbus (2011b). Airplane Characteristics for Airport Planning. A-319. Revision No 10. May 2011. France.
5) Airbus (2011c). Airplane Characteristics for Airport Planning. A-320. Revision No 26. May 2011. France.
6) Airbus (2011d). Airplane Characteristics for Airport Planning. A-340. Revision No 18. Jan 2011. France.
7) Algin, H.M. (2007). Interlocking Mechanism of Concrete Block Pavements. Journal of Transportation Engineering, 133(5), 318-326.
8) Armitage, R.J. (1988). Concrete Block Pavement Evaluation with Falling Weight Deflectomer. Proceedings of the 3rd International Conference on CBP. PAVE ROMA 88, 203-208.
9) ASTM (2001). Standard Specification for Solid Concrete Interlocking Paving Units. ASTM Standard C 396-01. Estados Unidos.
10) ASTM (2007). Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. ASTM Standards D6433-07. Estados Unidos.
11) ASTM (2011). Standard Practice for Pavement Condition Index Surveys for Interlocking Concrete Roads and Parking Lots. ASTM Standards E2840-11. Estados Unidos.
12) Barthou, J. (1991). Pavimentos de Adoquines. Manual de diseño y construcción. Serie Manuales. Instituto Chileno del Cemento y el Hormigón. Chile.
13) Beaty, A.N.S. (1992).Predicting the Performance of Beding Sands. Proceedings of 4st International Conference on CBP.PAVE NZ 92, 273-284.
14) Beaty, A.N.S. (1996). Laying Course Materials: Specifications and Performance. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 129-139.
15) Beaty, A.N.S. (2000). Interlocking Concrete Block Pavements for Cold Climates. Proceedings of the 6th International Conference on CBP, PAVE JAPAN 2000, 579-588.
16) Boeing (2011a). Airplane Characteristics for Airport Planning. Boeing 737. Rev. March 2011. Boeing Commercial Airplanes. Estados Unidos.
17) Boeing (2011b). Airplane Characteristics for Airport Planning. Boeing 767. Rev. May 2011. Boeing Commercial Airplanes. Estados Unidos.
18) Bull, J. (2006). Design of Segmental Pavements. En Fwa, T.F. (Ed.). The Handbook of Highway Engineering. Chapter 10, CRC Press, Boca Ratón.
19) Bullen, F. (1994). Edge restrains for segmental concrete block pavements. Proceedings of the 2nd International Workshop of Concrete Blocks Pavements. Oslo, Noruega, 280-287.
20) Burak, R. (2009). Development of North American Guidelines for prequalification of bedding sand for use in segmental concrete pavements in vehicular applications. Proceedings of the 9th International Conference on CBP. Paper #40, PAVE ARGENTINA 09.
21) Cao, L. Poduska, D. y Zollinger, D. (1998). Drainage Design and Performance Guidelines for UNI ECOSTONE ® Permeable Pavement. UNI-Group. Estados Unidos.
22) Clifford, J.M: (1984). A description of ‘Interlock’ and ‘Lock-up’ in Block Pavement. Proceedings of 2nd International Conference on CBP.PAVE HOLLAND 84, 50-54.
23) De Solminihac, H (2001). Gestión de Infraestructura Vial. 1ª Edición. Ed. Pontificia Universidad Católica de Chile. Chile.
24) DGAC (2004). Reglamento de Aeródromos. DAR- 14. Dirección General de Aeronáutica Civil. Ministerio de Defensa Nacional. Chile.
25) Dowson, A.J. (2003). Pedestrian Walkways-The Walking Surface. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 394-395.
26) Dutruel, F. y Dardare, J. (1984). Contribution to the Study of Structural Behavior of a Concrete Block Pavement. Proceedings of 2nd International Conference on CBP.PAVE HOLLAND 84, 29-38.
27) Echaveguren, T. Vargas, S. Concha, E. y Soto, A. (2002). Metodología de inspección visual para sistema de gestión de pavimentos urbanos SIGMAP. Actas de 6º Congreso Internacional PROVIAL, pp 421-434.
28) Eisenmann, J. y Leykauf, G. (1988). Design of Concrete Block Pavements in FRG. Proceedings of the 3rd International Conference on CBP. PAVE ROMA 88, 149-155.
29) Emery, J.A. (1985). Concrete Pavers for Aircraft Pavement Surfaces. Journal of Transportation Engineering, 112(6), 609-623.
30) Emery, J.A. (1993). Stabilization of Jointing Sand in Block Paving. Journal of Transportation Engineering. 119(1), 142-148.
31) Emery, J.A., Knapton, J. y Nixon, N. (1988). The Design of Concrete Blocks Aircraft Pavements. 3rd International Conference on CBP. PAVE ROMA 88, 178-192.
32) FAA (1995). Airport Pavement Design and Evaluation. Advisory Circular 150/5320-6D, Federal Aviation Administration, Estados Unidos.
33) FAA (2009). Airport Pavement Design and Evaluation. Advisory Circular 150/5320-6E, Federal Aviation Administration, Estados Unidos.
34) Festa, B. Gianatassio, P. y Pernetti, M. (1996). Evaluation of some factors influence on the interlocking paving system performance. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 305-314.
35) Geller, R. (1996). Concrete Block Paving Condition Survey and Rating Procedures. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 405-412.
36) Ghafoori, N. y Mathis, R. (1998). Prediction of Freezing and Thawing Durability of Concrete Paving Blocks. Journal of Materials in Civil Engineering, 10(1), 45-51.
37) Hein, D.K. Aho, B. y Burak, R. (2009). Development of a Pavement Condition Index procedure for interlocking concrete pavements. Proceedings of the 9th International Conference on CBP. Paper # 22, PAVE ARGENTINA 09.
38) Hein, D.K. y Burak, R. (2007). Development of a Pavement Condition Rating Procedure for interlocking Concrete Pavement. Transportation Association of Canada Fall 2007 Meeting. Canadá.
39) Higuera, C.H. y Pacheco, O.F. (2011). Patología de Pavimentos Articulados. XX Simposio de Diseño de Pavimentos, Artículo 3. Colombia.
40) Houben, J.M. et al. (1988). The Dutch Design Method for Concrete Blocks Road Pavement. Proceedings of the 3rd International Conference on CBP. PAVE AUSTRALIA 88, 156-168.
41) Hosokawa, Y. Komura, M. y Ohta, Y. (2009). Utilization of Molten Slag into Interlocking Concrete Block (ILCB) in Japan and Recycling of 100% Molten Slag ILCB. Proceedings of the 9th International Conference on CBP. Paper # 40, PAVE ARGENTINA 09.
42) Huurman, M. Houben, L.J.M. Geense, C.W.A. y van der Vring, J.J.M. (2003). The upgraded Dutch design method for concrete block road pavement. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 426-446.
43) ICPI (2004). Slip and Skid Resistance of Interlocking Concrete Pavements. Tech Spec Number 13. Interlocking Concrete Pavement Institute. Canada.
44) INTERPAVE (2005). Cleaning Maintenance and Sealing. U.K.
45) Ishai, I. Livneh, M. y Ruhm, C. (2003). Method and guidelines for the structural design of concrete block pavement in urban streets. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 1-8.
6) Judicky, J. Alenowicz, J. y Cyske, W. (1996). Structural Design of Concrete Block Pavement Structures for Polish Condition. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 365-374.
47) Karasawa, A. Yamaguchi, H. y Suda, S. (2000). Study of Hardness of Bedding Course Affecting the Surface Properties of Interlocking Block Pavements. Proceedings of the 6th International Conference on CBP, PAVE JAPAN 2000, 131-140.
48) Karasawa, A., Suda, S., Naito, H. y Fujiwara, H. (2003). Application of fly ash to concrete paving block. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 1-8.
49) Knapton, J. (1984). Concrete Block Pavement Design in the U.K. Proceedings of 2nd International Conference on CBP.PAVE HOLLAND 84, 129-138.
50) Knapton, J. (1986). The Structural Design of Heavy Duty Concrete Block Pavements. 1st International Workshop of Concrete Blocks Pavements. Melbourne, Australia, 187-198.
51) Knapton, J. (2007). The Structural Design of Heavy Duty Pavements for Ports and Other industries. 4th Ed. Interpave, U.K.
52) Knapton, J. (2009). British Ports Association Port and Heavy Duty Pavement Design Manual. Proceedings of the 9th International Conference on CBP. Paper #64, PAVE ARGENTINA 09.
53) Knapton, J. y Barber, S.D. (1980). UK research into concrete block pavement design. Proceedings of 1st International Conference on CBP.PAVE UK 80, 33-37.
54) Knapton, J. y Bullen, F. (1996). Background to the third edition of the British Ports Association Heavy Duty Pavement Design Manual. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 433-449.
55) Knapton, J. y Cook, I.D. (1992). Design Methods for Clay and Concrete Block Paving. Proceedings of 4st International Conference on CBP.PAVE NZ 92, 27-50.
56) Knapton, J. y Cook, I.D. (2000). Total Quality Design of Pavement Surfaced with Pavers. Journal of Transportation Engineering, 126(3), 249-256.
57) Lay, M.G. (1992). Ways of the world. 1st Ed. Rutgers University Press. New Brunswick.
58) Ling, T-Ch. Nor, H. Hainin, M.R. y Chik A.A. (2009), Laboratory performance of crumb rubber concrete block pavement, International Journal of Pavement Engineering, 10(5), 361-374
59) Lilley, A.A. y Dawson, A.J. (1988). Laying Course Sand for Concrete Block Paving. Proceedings of the 3rd International Conference on CBP. PAVE ROMA 88, 457-462.
60) Livneh, M. Ishai, I. y Nesichi, S. (1988). Development of a Pavement Design Methodology for Concrete Block Pavements in Israel. Proceeding of the 3rd International Conference on CBP. PAVE ITALY 1988, 94-101.
61) Miura, Y. Takaura, M. y Tsuda, T. (1984). Structural design of concrete blocks pavements by CBR method and its evaluation. Proceedings of 2nd International Conference on CBP. PAVE HOLLAND 84, 152-156.
62) Morrish, C.F. (1980). Interlocking concrete paving – the state of the art in Australia. Proceedings of the 1st International Conference on CBP, PAVE UK 1980, 85-92.
63) MIDEPLAN (1988). Manual de Diseño y Evaluación Social de Proyectos de Vialidad Urbana. Comisión de Transporte Urbano. Secretaría Ejecutiva. Chile.
64) MIDEPLAN (1992). Inversión Pública, Eficiencia y Equidad. Ministerio de Planificación Nacional. Chile.
65) MINVU (1994). Código de Normas y Especificaciones Técnicas de Obras de Pavimentación. Publicación N°
291. Ministerio de Vivienda y Urbanismo. Chile. 66) MINVU (2008). Código de Normas y Especificaciones Técnicas de Obras de Pavimentación. Publicación N° 332. Ministerio de Vivienda y Urbanismo. Chile.
67) MINVU (2009). Manual de Vialidad Urbana. Recomendaciones para el Diseño de Elementos de Infraestructura Vial Urbana. D.E. N° 827, 5 de Diciembre de 2008. Ministerio de Vivienda y Urbanismo. Chile.
68) MINVU (2011). Ordenanza General de Urbanismo y Construcciones. Ministerio de Vivienda y Urbanismo, Chile.
69) MOP (1997). Evaluación de Proyectos Viales Interurbanos. Manual de Carreteras. Volumen 1. Ministerio de Obras Públicas. Chile.
70) MOP (1999). Manual de Diseño para Pavimentos Portuarios Chilenos. Ministerio de Obras Públicas. Chile.
71) MOP (2001). Instructivo de Inspección Visual de Caminos Pavimentados a Nivel de Red. Dirección de Vialidad. Unidad de Gestión Vial. Chile.
72) MOP (2010). Instrucciones y Criterios de Diseño. Manual de Carreteras. Volumen 3. Ministerio de Obras Públicas. Chile.
73) Nakamura, M. Niwa, K. y Maki, T. (2009). Study of evaluation of pavement smoothness on sidewalks for pedestrian. Proceedings of the 9th International Conference on CBP. Paper # 52, PAVE ARGENTINA 09.
74) NHI (1993). AASHTO Design Procedure for New Pavements. National Highways Institute. Estados Unidos.
75) Nor, H. Ismail, Ch. y Mudiyono, R. (2006). The effect of thickness and laying pattern of paver on concrete block pavement. Research Project 75067.
Universiti Teknologi Malaysia.
76) Omoto, S. Yoshida, T. y Hata, M. (2003). Fullscale durability evaluation testing of interlocking block pavement with geotextile. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 184-194.
77) Omoto, S. Yagihuma, K. Ando, K. Toriiminami, K. (2006). Investigation into and evaluation of the serviceability and causes of breakage of interlocking block pavement in Japan. Proceedings of the 8th International Conference on CBP, PAVE AMERICA 2006, 401-410.
78) Panda, B. Ch. (2006). Load dispersion ability of concrete block layers. Proceedings of the 8th International Conference on CBP, PAVE AMERICA 2006, 433 – 445.
79) Panda, B Ch. y Ghosh, A.K. (2001). Source of Jointing Sand for Concrete Block Pavement. Journal of Materials in Engineering, 13(3), 235-237.
80) Panda, B.Ch. y Ghosh, A.K. (2002a). Structural Behavior of Concrete Blocks Paving. I: Sand in Bed and Joints. Journal of Transportation Engineering, 128(2), 123-129.
81) Panda, B.Ch. y Ghosh, A.K. (2002b). Structural Behavior of Concrete Blocks Paving. II: Concrete Blocks. Journal of Transportation Engineering, 128(2), 130-135.
82) Pearson, A. y Shackel, B. (2003). Australian National Standards for Segmental and Flag Pavements. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 486-493.
83) Pierre, P. Bresson, A. y Juneau, S. (2009). Deflection Basin Measurement and Seasonal Structural Behaviour of interlocking Concrete Block Pavement in a Urban Northern Context. Proceedings of the 9th International Conference on CBP. Paper # 124, PAVE ARGENTINA 09.
84) Pierre, P. Doré G. y Tsafack, J. (2005). Evaluation of Interlocking Concrete Block Performance. Annual Conference of Canadian Transportation Association. Canadá.
85) Piper (2010). Pricing and Performance Specifications. Piper Aircrafts. Estados Unidos.
86) Poon C.S. Kow, S.C. y Lam, L. (2002). Use of recycled aggregates in molded concrete bricks and blocks. Construction and Building Materials, 16, 281-289
87) Poon C.S. y Chan, D. (2006). Paving blocks made with recycled concrete aggregate and crushed clay brick. Construction and Building Materials, 20, 569-577
88) Poon, C.S. y Lam C.S. (2008). The effect of aggregate-to-cement ratio and types of aggregates on the properties of pre-cast concrete blocks. Cement & Concrete Composites, 30, 283-289.
89) PUERTOS DEL ESTADO (2007). Recomendaciones para el Proyecto y Construcción de Pavimentos Portuarios. ROM 4.1-94. Departamento Técnico de Tecnología y Normativa. España.
90) Rada, G. Smith, D. miller, J. y Witczak, M. (1990). Structural Design of Concrete Block Pavements. Journal of Transportation Engineering, 116(5), 615-635.
91) Ramos, J (2007). Método de agregación de los defectos superficiales para sistemas SIGMAP. Memoria de Titulo. Facultad de Ingeniería. Universidad
de Concepción. Chile.
92) RUAG (2008). Dornier 228 Specification Reference. RUAG Aerospace Services GmbH. Alemania.
93) Ryntathiang, T. Mazumdar, M. y Pandey B.B. (2005). Structural Behavior of Cast In Situ Concrete Block Pavement. Journal of Transportation Engineering, 131(9), 662-668.
94) Seddon, P.A. (1980). The Behaviour of Concrete Block Paving Under Repetitive Loading. Proceedings of the 1st International Conference on CBP, PAVE UK 1980, 135-140.
95) Sharp, K.G. y Armstrong, P.J. (1986). The Australian Road Research Board’s Program of Testing of Interlocking Concrete Block Pavements. Proceedings of the 1st International Workshop of Concrete Blocks Pavements. Melbourne, Australia, 31-48.
96) Shackel, B. (1980). The Performance of Interlocking Block Pavements under Accelerated Trafficking. Proceedings of the 1st International Conference on CBP, PAVE UK 1980, 113-120.
97) Shackel, B. (2003). The Challenges of Concrete Blocks Paving as a Mature Technology. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 1-11.
98) Shackel, B. y Lim, D.O.O. (2003). Mechanisms of Paver Interlock. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 51-60.
99) Shackel, B. y Pearson, A. (2001). Concrete Segmental Pavements Maintenance Guide. CMMA. Australia.
100) Shackel, B. Pearson, A. y Holt. W. (2003). A Survey of Australian Container Port Pavement Surfaced with Concrete Segmental Paving. Proceedings of the 7th International Conference on CBP, PAVE AFRICA 2003, 37-41.
101) SHRP (2003). Distress Identification Manual for the Long Term Pavement Performance Project. Strategic Highway Research Program. FHWA- RD- 03-031. Estados Unidos.
102) Soutsos, M. Tang, K. y Millard, S. (2011). Use of recycled demolition aggregate in precast products, phase II: Concrete paving blocks. Construction and Building Materials 25, 3131-3143.
103) Soutsos, M. Tang, K. Khalid, H. y Millard, S. (2011). The effect of construction pattern and unit interlock on the structural behavior of block pavements. Construction and Builing Materials. 25, 3832-3840.
104) Sun, L (1996). Design theory and method of interlocking concrete block paving for port areas. Proceedings of the 5th international Conference on CBP, PAVE ISRAEL 96, 463-472.
105) Tomaru, K. y Nakamura, M. (2009). Recycling Municipal Solid Waste into Concrete Paving Blocks. Proceedings of the 9th International Conference on CBP. Paper #127, PAVE ARGENTINA 09.
106) Transport Canada (2004). Aircraft Pavement Design & Evaluation Charts. International Aviation and Technical Programs. Canada.
107) Visser, A. (2006). Deterioration of Concrete Block Pavements. Proceedings of the 8th International Conference on CBP, PAVE AMERICA 2006, 499-506.
108) Van der Heijden, J.H.A y Houben, L.J.M. (1985). Concrete Block Paving in the Netherland Design and Construction. Proceedings of the 3rd International
Conference on Concrete Pavements Design & Rehabilitation. 1-11.
109) Van der Vlist, A. (1980). The Development of Concrete Paving Blocks in the Netherlands, Proceedings of the 1st International Conference on CBP, PAVE UK 1980, 14-22.
