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-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 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.
46) 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°
- Ministerio de Vivienda y Urbanismo. Chile.
66) MINVU (2008). Código de Normas y Especificaciones
Técnicas de Obras de Pavimentación. Publicación N° - 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.
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.
