Li, Guangxin
Geosynthetics in Civil and Environmental Engineering
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
Avainsanat: Engineering, Civil Engineering, Environment, general
- Tekijä(t)
- Li, Guangxin
- Chen, Yunmin
- Tang, Xiaowu
- Julkaisija
- Springer
- Julkaisuvuosi
- 2009
- Kieli
- en
- Painos
- 1
- Sivumäärä
- 10 sivua
- Kategoria
- Tekniikka, energia, liikenne
- Tiedostomuoto
- E-kirja
- eISBN (PDF)
- 9783540693130