## Li, Guangxin

# Geosynthetics in Civil and Environmental Engineering

**Table of contents**

1. Investigating the Relationship between Creep and Water Flow Capacity of Geosynthetics*C. Duquennoi, R. Gallo, A. Thomas*

2. Study on Vertical Permeability Coefficient of Nonwoven Geotextile*L. F. Liu, R. H. Li, J. K. Chi*

3. Discrete Element Modelling of Geogrid Pullout Test*J. Zhang, N. Yasufuku, H. Ochiai*

4. Study on the Whole Stability Analysis Method for Reinforced Soft Foundation of Embankment with Geofabric*H. X. Tang, H. Q. Wang*

5. Stress Relaxation Behaviors of Nonwoven Geotextile Composites*H. Y. Jeon, B. W. An, H. J. Kim, Y. J. Kim, G. Y. Cui, Y. S. Jang*

6. Prediction of Weatherability of Geosynthetics under Exposure Conditions*H. Y. Jeon, W. S. Lyoo, Z. L. Shen, K. Y. Lee*

7. Environmental Stress Crack Resistance of Geomembrane by NCTL Test*H. Y. Jeon, Y. S. Jang, K. Y. Lee*

8. Weathering Degradation of Polyester and Polypropylene Geotextiles*P. C. Lodi, B. S. Bueno, O. M. Vilar, N. S. Correia*

9. Evaluation of Geomembrane UV Degradation Using Melt Flow Index and Oxidative Induction Time Tests*P. C. Lodi, B. S. Bueno, O. M. Vilar*

10. UV Exposure of Polymeric Geomembranes*P. C. Lodi, B. S. Bueno, O. M. Vilar*

11. Progressive Failure Properties of Sand Retaining Wall Reinforced with Denti-Strip Inclusions*M. X. Zhang, H. Zhou, C. C. Qiu, T. J. Chen*

12. Evaluation on Stress Cracking Resistances of Various HDPE Drainage Geonets*M. S. Mok, E. Blond, J. Mlynarek, H. Y. Jeon*

13. Influence of Solution Characteristics on Swelling and Hydraulic Performance of Geosynthetic Clay Liners*C. Xu, X. Y. Liao, Z. B. Li*

14. Post-Construction Time History of Tensile Force in Geogrid Arranged in a Full-Scale High Wall*W. Kongkitkul, D. Hirakawa, T. Sugimoto, S. Kawahata, T. Yoshida, S. Ito, F. Tatsuoka*

15. Experimental Study on Creep Properties of Plastic Geogrid Under Low Temperature*E. L. Wang, X. Y. Xu, B. Zhang, H. Zhong, Z. K. Gao, J. D. Chang*

16. The Use of Beta Nucleation to Improve the Properties and Lower the Cost of Polypropylene Geogrids*P. Jacoby*

17. Effects of Y Type PP Fibers and Hydroxyethyl Methylcellulose (HEMC) on Dry-Shrinkage of Cement Mortars*L. F. Liu, R. H. Li, X. J. Yang, J. Z. Ren*

18. Unified Constitutive Curves of Strain-Hardening Medium and Strain-Softening Medium*Q. Sun, S. Q. Qin*

19. Characteristics of Self-healing of GCL*X. Li, Y. M. Shu, X. R. Wu*

20. Development and Importance of Testing and Specification of Geosynthetics*J. Zhang*

21. Permeability Test and Shear Test on Geosynthetic Clay Liner*Y. X. Jie, Z. B. Fu, T. Peng, G. X. Li*

22. Long-term Protection Efficiency of Nonwoven Polypropylene Geotextiles*D. K. Atmatzidis, D. A. Chrysikos, T. N. Blantzoukas, A. T. Kondyli*

23. Study on Creep Strength Test of High-Strength Geogrid*Q. R. Yan, W. D. Deng, C. Z. Deng*

24. Development of Thermo-Graph Inspection for Geomembrane Seam Evaluation*H. Nakayama, T. Shimaoka, S. Ueda*

25. Undrained and Drained Triaxial Tests of Fiber-reinforced Sand*C. W. Chen, J. E. Loehr*

26. Accelerated Testing of Geosynthetics for Design and Material Confirmation Support*Sam R. Allen*

27. Creep Tests of Glass Fiber Reinforced Plastics*L. H. Li, L. Chen, Z. Wang*

28. Study on Hysteresis Properties of Piezometer Tubes Using Circulating WaterModel*L. H. Li, L. Chen, J. Li, Z. Wang*

29. Evaluation of Interface Parameters from Pullout Test in Silty Sand and Weathered Clay*D. T. Bergado, P. V. Long, J. Saowapakpiboon, P. Voottipruex*

30. Pullout Behaviour of Different Geosynthetics Embedded in Granular Soils*N. Moraci, G. Cardile*

31. Protection Efficiency of Nonwoven Polypropylene Geotextiles Against Impact Damage*D. K. Atmatzidis, D. A. Chrysikos*

32. Study on Direct Shear Test on Interface Performance of Geogrid and Corase-grained Soil*W. D. Deng, C. Z. Deng, Q. R. Yan*

33. Centrifugal Modeling of a Geogrid-reinforced Embankment on Soft Subsoil*J. F. Chen, S. B. Yu, J. Han, Z. M. Shi, M. R. Shen*

34. Determination of Interface Shear Strength of Geosynthetics Using Centrifuge*W. Wu, M. S. Acharya, F. Aschauer*

35. Experimental Investigation of Pull-out Resistance of Uniaxial Geogrids*G. Baykal, O. Dadasbilge*

36. Development and Application of CS-LB01 Geosynthetics Pullout Test System*H. P. Yang, M. Guo, L. Wan, Y. X. He*

37. Geotechnical Centrifuge Experiment and Force Analysis of Reinforced Cushion with Pile Cap Net Structure Embankment*B. P. Doanh, Q. Luo, L. Zhang, Y. Yang*

38. Centrifuge Shaking Table Tests on Saturated Reinforced Soil Walls*J. Izawa, J. Kuwano*

39. Centrifuge Modeling on Fiber Reinforced Fly Ash Slope*D. K. Bhardwaj, J. N. Mandal*

40. Importance of Strong Connection Between Geosynthetic Reinforcement and Facing for GRS Integral Bridge*F. Tatsuoka, D. Hirakawa, H. Aizawa, H. Nishikiori, R. Soma, Y. Sonoda*

41. Study on Seismic Performance of Geogrid Reinforced Soil Retaining Walls and Deformation Characteristics of Backfill Soil*S. Nakajima, K. Hong, S. Mulmi, J. Koseki, K. Watanabe, M. Tateyama*

42. Development of Reinforced Earth Wall System with Steel-Framed Facing*S. D. Cho, K. W. Lee, J. H. Kim, C. Choi, C. W. Seo*

43. Geogrid Reinforced Segmental Retaining Wall for NH5, Dharmavaram to Tuni, Andhra Pradesh, India*T. W. Yee, P. Dutta*

44. Wetting-Induced Geosynthetic Reinforced Slope Failure*J. Y. Wu, A. H. Tang*

45. Simulating Plane Strain Tests of Sand Specimen Reinforced with H-V Orthogonal Inclusions by PFC*S. L. Zhang, M. X. Zhang, A. A. Javadi*

46. Investigation on Restraint Effect of Geogrids on Shallow Layer Failure of Expansive Soil Slope*M. Y. Wang, J. T. Cai, H. Xu, Y. H. Tang*

47. Determination of Cut Slope Reinforcement Using AHP Technique*J. G. Han, J. Y. Lee, M. H. Lee*

48. Geometry Design Method Considering Surcharge Load Behind Tiered Reinforced Soil Wall*J. G. Han, K. K. Hong, J. S. Kim, M. H. Lee*

49. Study on the Geogrid Reinforced Soil Retaining Wall of Concrete Rigid Face by Field Test*G. Q. Yang, P. Lv, B. J. Zhang, Q. Y. Zhou*

50. Effect of Reinforced Sand Cushion on the Limit Fill Height of Embankment on Soft Clay Foundation*L. M. Wei, J. D. Niu, H. J. Huo*

51. Application of The Geogrid Reinforced Soil Retaining Walls For a High Slope Supporting Project*H. Zhu, Y. Ma, Y. X. Liu, J. Wang*

52. Using FLAC*J. W. Su, Y. M. Shu*

53. Upper-Bound Limit Analysis of Reinforced Slopes for Clay Soil*X. J. Feng, Q. Yang, C. Z. Xiao*

54. An Experimental Study on the Effect of Reinforcing Materials for the Stabilization of Soft Ground*S. D. Cho, T. G. Ham, K. S. Yang, S. K. You*

55. Numerical Simulation of Geogrid Reinforced Lightweight Geomaterials on Soft Ground Area*T. Tanchaisawat, D. T. Bergado, Y. P. Lai, S. Piyaboon, P. Anujorn*

56. A Study on the Deformation Behavior of Laboratory Geosynthetics Reinforced Soil Walls*M. S. Won, Y. S. Kim, K. J. Lee*

57. Reduced Scale Shaking Table Tests on Geosynthetic Reinforced Soil Retaining Walls*E. Guler, O. Selek*

58. A Numerical Model for EPS Geofoam Seismic Buffers*Y. M. Wang, R. J. Bathurst*

59. Elasto-Viscoplastic Simulation of Bearing Capacity Characteristics of Strip Footing on Reinforced Sand*F. L. Peng, M. S. A. Siddiquee, F. Tatsuoka*

60. Influence of Interference on Failure Mechanism of Closely Constructed Circular Footings on Reinforced Sand*A. Alimardani Lavasan, M. Ghazavi*

61. Analytical Study on Geotextile-Reinforced Soil Retaining Walls Damaged During the 2004 Mid Niigata Prefecture Japan Earthquake*M. Mizuhashi, H. Sugita, T. Sasaki*

62. Internal Stability Analysis of Segmental Geogrid-Reinforced Soil Retaining Walls*H. B. Liu*

63. Bearing Capacity of Ring Footings on Reinforced Clay*A. H. Boushehrian, N. Hataf*

64. The Horizontal Deformation Study on the Geogrid Reinforced Earth Retianing Wall*Y. Zhao, G. Q. Yang, B. J. Zhang, P. Lv*

65. Compare Analysis of Influence of Soil Property upon Geosynthetics Reinforcement Embankment*C. Yan, S. Li, J. P. Zhou*

66. Design and Construction of a 20-Meter High Reinforced Soil Retaining Wall*S. Q. Gui, Z. B. Zhu, Q. Li, P. Luo*

67. Geosynthetic Reinforced Pond Ash Subgrade for Rural Roads*G. Venkatappa Rao, Goutam K. Pothal*

68. A Study on Shear Strength and Deformation of Sandy Soil Reinforced with Tire Cord Wastes*M. Esna-ashari, M. Asadi*

69. The Use of Geotextile to Counter Heave Problem in Spread Footing in Jordanian Expansive Soil*Omar H. Al-Hattamleh*

70. Treat Cut Slopes with Expansive Soils Adopting Geogrid-Reinforced Technique*H. P. Yang, S. Wang, Y. X. He*

71. Experimental Study on the Strength Characteristics of Expansive Soil Reinforced With Synthetic Fibers*Y. H. Tang, C. G. Bao, M. Y. Wang, J. H. Ding*

72. Change of Failure Mechanism of Cement Treated Clay by Adding Tire Chips*Y. Kikuchi, T. Sato, T. Nagatome, Y. Mitarai, Y. Morikawa*

73. Application of Cement-Mixed Gravel Reinforced by Geogrid for Soft Ground Improvement*T. Matsumaru, K. Watanabe, J. Isono, M. Tateyama, T. Uchimura*

74. Effect of Polypropylene Fibers on the Strength and Elastic Modulus of Soil-Cement*L. Zhang, X. X. Wang, G. Zheng*

75. Experimental Investigation on Strength and Mechanical Behavior of Compacted Soil-fiber Mixtures*T. Harianto, S. Hayashi, Y. J. Du, D. Suetsugu*

76. Influence of SO*X. Chen, M. K. Zhou, P. L. Cong, X. Li*

77. Drainage Characteristics of Reinforced Drainage Geotextile for Landfill Collection System*J. Y. Lee, J. H. Jeong, M. H. Lee*

78. Pilot Scale Field Test for Natural Fiber Drain*J. H. Kim, S. D. Cho*

79. Filtration Performance of a Silt/Geotextile System within a Triaxial Permeameter*A. A. Aziz, T. A. Mohammed, H. Omar*

80. Evaluation of Discharge Capacity with Various Vertical Drain Core Types*E. C. Shin, Zhanara Nazarova, K. Y. Cho, S. H. Kim, J. K. Kang*

81. L-Shaped Geodrain in Embankment Model Test and Numerical Simulation*M. Saito, S. Shibuya, J. Mitsui, K. Hara*

82. In-Soil Hydraulic Transmissivity of Geosynthetic Drains in the Laboratory*K. Hara, J. Mitsui, K. Mitsumune, J. G. Chae, S. Shibuya*

83. Vacuum-PVD Combination with Embankment Loading Consolidation in Soft Bangkok Clay: A Case Study of the Suvarnabhumi Airport Project*J. Saowapakpiboon, D. T. Bergado, J. C. Chai, N. Kovittayanon, T. P. Zwart*

84. The Performance of Alternative Geocomposites for Drainage Under Laboratory and Field Conditions*C. A. Silva, E. M. Palmeira, A. R. L. Silva*

85. Strength Increase of PVD-Improved Soft Clay Under Staged Embankment Loading*L. Ma, S. L. Shen, X. W. Tang*

86. Renovated Vacuum Consolidation with Electroosmosis*Y. W. Jin*

87. Geosynthetics Cover System for the Remediation of a Dismissed Industrial Site in Milano*D. Cazzuffi, P. Recalcati, G. Tresso*

88. Large-Scale Shear Tests on Interface Shear Performance of Landfill Liner Systems*M. Kamon, S. Mariappan, T. Katsumi, T. Inui, T. Akai*

89. Leachate Filter Geotextile and Application for Laogang Municipal Solid Waste Landfill, Shanghai*T. W. Yee, K. H. Wong*

90. Case History: Kwai Chung Park Viaduct at Gin Drinker’s Bay Landfill, Hong Kong*G. Ng*

91. Evaluation of Tensile Force of Liner System with the Variation of Height of Incinerated Ash*S. F. Xu, H. Zhang, M. Y. Hu, S. Imaizumi*

92. Evaluation of Clay Geosynthetic Barriers in Landfill Cover Systems*H. Zanzinger*

93. Ability of Concrete Anchorage for Geomembrane Barrier in Landfill*S. Imaizumi, T. Sekiya, K. Ozawa, K. Arakawa, H. Wakabayashi, H. Tsujimoto*

94. Interpretation of Installation Damage of Geogrids by Considering Environmental Conditions*H. Y. Jeon, A. Bouazza, S. D. Cho, D. Cazzuffi*

95. Analysis of Environmental Condition Effects of Waste Landfill on Geomembrane Performance*H. Y. Jeon, K. Y. Lee, J. H. Kim, C. R. Kim*

96. Visualization of Cracks in Compacted Clayey Soil Due to Using X-ray CT*T. Mukunoki, J. Otani, S. Camp, J. P. Gourc*

97. Experimental Study on Thermal Strain Creating in Barrier Sheet in Waste Landfill*T. Harada, S. Nakai, K. Yamazaki, T. Kashiwagi, T. Nakajima, S. Imaizumi*

98. Evaluating Methods to Modify the Chemical Resistance of Geosynthetic Clay Liners*T. Katsumi, H. Ishimori, R. Fukagawa*

99. Floating Cover for Leachate Lagoon at Hangzhou*M. A. Sadlier, X. H. Zhou*

100. Geogrid Reinforced Soil Structures to Increase Landfill Capacity*J. W. Cowland*

101. Modeling of Rehabilitation of Unregulated Solid Waste Landfills*A. Edinçliler, C. Altunel*

102. Relationship Between Short-Term Compression Strength and Transmissivity Properties of Geonets*M. S. Mok, E. Blond, J. Mlynarek, H. Y. Jeon*

103. Gas Permeability of Hybrid Geosynthetics for Landfill Cap Cover*M. Nishimura, T. Akai, M. Kamon*

104. Analysis of Tension of Geomembranes Placed on Landfill Slopes*S. J. Feng, L. Y. Gao*

105. Influence of Waste and Subgrade Settlement on Landfill Linier Stability and Integrity*C. Xu, Y. Y. Xiao, X. Y. Liao, T. T. Chen*

106. Analyses of Geomembrane Around Circular Structures*D. Gao, B. Zhu, Y. M. Chen*

107. Numerical Modeling of Smooth Geomembrane—Soil Interaction Shear Behaviour by Distinct Element Method*S. Kazempoor, A. Noorzad, A. Mahboubi, A. Mirghasemi*

108. Nonlinear Diffusion of Solute in Soil Column — Test Method and Preliminary Result*Z. Z. Li, X. W. Tang, Y. M. Chen, Y. Wang*

109. Undrained Shear Strength Prediction and Stability Analysis of Geocomposite Reinforced Embankment with Clayey Backfill*J. C. Chai, T. Hino, Y. Igaya, A. Miyazaki*

110. Geotextile Tube Application as the Cofferdam at the Foreshore with Large Tidal Range for Incheon Bridge Project*S. M. Cho, B. S. Jeon, S. I. Park, H. C. Yoon*

111. Case Study on Earth Reinforcement Using Soilbags*Y. F. Xu, J. Huang*

112. Verification of Vibration Reduction Characteristics with Soilbag Structure*Y. Nakagawa, G. L. Chen, T. Tatsui, S. Chida*

113. Application of Stacked Soilbags for Slope Protection*G. L. Chen, Y. Huang, M. Sato, S. Chida*

114. Modeling Geotextile Container in Marine Construction Using Geotechnical Centrifuge*C. Y. Tan, S. H. Chew*

115. Application of Geotubes Used as Energy Dissipater Behind a Dam*K. Jiang, Q. Li*

116. Study on the Experiment of Stability of Unarmored Flat Geotube Dike Under Wave Action*C. R. Zhu, Y. M. Shu, J. H. Jiang*

117. Flume Experiment and Numerical Analysis for Bank Reinforcement with Geocontainer*S. Q. Yang, Y. M. Shu, X. C. Yang*

118. Behavior Analysis of Reinforced Soil Retaining Wall Under Cyclic Loading*Y. Y. Kim, M. S. Yoon, S. J. Han, S. S. Kim*

119. High Geogrid-Reinforced Soil Retaining Walls for a New Airport*Y. Fujita, T. Sugimoto, M. Tsuda, Y. Nakamura, S. Kawahata, H. Funada, T. Yoshida, M. Ito, K. Yoshida*

120. Application of Prefabricated Vertical Drains to the Changi Land Reclamation Project, Singapore*A. Arulrajah, M. W. Bo, J. Chu, H. Nikraz*

121. Study of Behaviour of Ballast Using Geosynthetics*Satyendra Mittal, Ashok Kumar Sharma, B. V. Lokesh, Ajay Dwivedi*

122. Study on the Mechanism of Embankment Reinforced with Geotextile by Finite Element Method*J. L. Liu, J. Q. Liu, L. W. Chen*

123. Pre-Failure Performance and Failure Mechanism of two Tier Geosynthetic Reinforced Soil Wall*C. Yoo, S. B. Kim*

124. Numercial Analysis of Geogrid and Plastic Drainage Plate Used in Existed Railway Alteration Project*P. Lv, W. Pang, L. J. Meng, L. Q. Gao*

125. Fem Analysis on Geogrid Reinforced Asphalt Concrete Pavement*Y. Y. Fei, Y. H. Yang*

126. Dynamic Finite Element Analysis of Reinforced and Unreinforced Pavements Over Soft Clay*F. Y. Liu, Y. Q. Cai*

127. Development of Asphalt Overlay Fabric from Jute and its Performance Evaluation*M. Ghosh, P. K. Banerjee, G. V. Rao*

128. German Recommendations for Reinforced Embankments on Pile-Similar Elements*M. Raithel, A. Kirchner, H. G. Kempfert*

129. Design Methods for Pile Supported Basal Reinforced Embankments Over Soft Clay*A. D. Gharpure, M. Korulla, P. V. Jayakrishnan, M. Scotto, P. Naughton*

130. Theoretical and Numerical Analysis on Geosynthetic-Reinforced and Pile Wall-Supported Embankment*B. G. Chen, J. J. Zheng, S. W. Abusharar, J. Chen*

131. Calculation Techniques and Dimensioning of Encased Columns —Design and State of the Art*M. Raithel, A. Kirchner*

132. Formula of Pile-Soil Stress Ratio in Pile (Sand Pile)-Net (Geogrid) Composite Ground*L. R. Xu, D. W. Lv*

133. Performance of Encased Stone Columns and Design Guidelines for Construction on Soft Clay Soils*S. Murugesan, K. Rajagopal*

134. Analysis of Geosynthetic Reinforced Stone Columns in Soft Clay*R. Zhang, S. R. Lo*

135. Numerical Analysis for Mechanisms of a Geocell-Reinforced Base Under a Vertical Load*J. Han, X. M. Yang, D. Leshchinsky, R. L. Parsons, A. Rosen*

136. Bearing Capacity Improvement of Asphalt Paved Road Constructions Due to the Use of Geocells —Falling Weight Deflectometer and Vertical Stress Measuresments*A. Emersleben, N. Meyer*

137. Design of Earth Dams Allowing Temporary Overtopping Based on Hydraulic Failure Experiments and Flood Analysis*K. Matsushima, Y. Mohri, S. Yamazaki, T. Hori, M. Ariyoshi, F. Tatsuoka*

138. Experimental Study on the Interaction Mechanism Between Geogrid and Expansive Rock by Pull-Out Test*J. H. Ding, J. Tong, C. G. Bao*

139. HDPE Lined Water Reservoirs for Power Generating Stations*H. B. Ng*

140. Geogrid Reinforcement on High Embankment/Slope Application in Jinping Power Station Project*Z. J. Dai, N. E. Wrigley, H. Zheng, M. F. Chen, Z. L. Feng, S. H. Wang*

141. Improvement of Arch Action at Clay Core-Wall of High Rockfill Dam by United Seepage Concrol with Geomembrane*Y. L. Xing, Y. M. Shu, J. F. Hua, Y. H. Li, W. Y. Zhou*

142. Application of Geosynthetics for Offshore Breakwaters and Cofferdams*W. M. Kan, A. M. Liu*

143. Research on Ageing Resistance of Geotextile*G. L. Ye, Y. L. Xue, W. Zhang*

144. Analysis of Anti-Sliding Mechanism of Geosynthetic Reinforced Bedding Course*A. M. Liu, G. L. Ye, C. Z. Huang*

145. Drainage Structure of the Geosynthetics Preventing the Back-Dike Silty Soil from Dispersed Immersion Destruction*B. Zhang, X. M. Qu, A. L. Yuan*

146. Integration and Demonstration of Sand Dikes Ecological Protection Technology*X. M. Qu, J. L. Shu, F. P. Wu*

147. Introduction and Application of Geosynthetic in Qinghai-Tibet Railway Construction*J. J. Ge, J. Wei, L. M. Bao, X. M. Shi, L. H. Xuan, X. L. Li*

148. Geogrid Wrapped Around and Vegetated Reinforced Wall Applications in the Village of Olympic Games in Universiade 2005 Izmir Turkey*H. R. Yilmaz, T. Eskisar*

149. Landfill Bioreactor Financial Analysis—Monterey Peninsula Landfill, Marina, California*S. Purdy, R. Shedden*

150. High Cost of Failure*R. E. Belanger, C. B. Queja, C. V. Zantua*

151. Calculating Theory of Slope Stability Influenced by Combined Underground and Open Pit Extraction*S. G. Sun, Q. F. Ran, D. L. Wu, J. C. Zhu, W. G. Duan, S. J. Feng*

152. Vertical Ecological Restoration Technique for the High-Steep Rock Slopes of Highway in Mountainous Area*H. Zhu, D. H. Ruan, S. Y. Qin*

153. Influences of a Rainfall on the Stability of Granite Residual Soil Slopes*J. Gao, J. Pan*

154. Failure of Segmental Retaining Walls Due to the Insufficiency of Backfill Permeability*Abdolhosein Haddad, Gholamali Shafabakhsh*

155. Design and Installation of Rock Fall Barriers for the Pos Slim Project, Malaysia*Tiru Kulkarni, Kenneth Choo*

156. Bio-Engineering Approach with Jute Geotextile for Slope Stabilization*P. K. Choudhury, Arindam Das, D. N. Goswami, T. Sanyal*

157. Newly Technology on Geotextile Application in the Improvement Project of the Deep-Draft Channel of Yangtze Estuary*J. F. Zhu, F. L. Zhou*

**Keywords:** Engineering, Civil Engineering, Environment, general

- Author(s)
- Li, Guangxin
- Chen, Yunmin
- Tang, Xiaowu
- Publisher
- Springer
- Publication year
- 2009
- Language
- en
- Edition
- 1
- Category
- Technology, Energy, Traffic
- Format
- Ebook
- eISBN (PDF)
- 9783540693130