Contents
Fundamental Principles And Properties Of Geosynthetics
Investigating The Relationship Between Creep And Water Flow Capacity Of Geosynthetics
C. Duquennoi, R. Gallo And A. Thomas (3)
Study On Vertical Permeability Coefficient Of Nonwoven Geotextile
L. F. Liu, R. H. Li And J. K. Chi (8)
Discrete Element Modelling Of Geogrid Pullout Test
J. Zhang, N. Yasufuku And H. Ochiai (11)
Study On The Whole Stability Analysis Method For Reinforced Soft Foundation Of
Embankment With Geofabric
H.X. Tang And H.Q. Wang (15)
Stress Relaxation Behaviors Of Nonwoven Geotextile Composites
H.Y. Jeon, B.W. An, H.J. Kim, Y.J. Kim, G.Y. Cui And Y.S. Jang (20)
Prediction Of Weatherability Of Geosynthetics Under Exposure Conditions
H.Y. Jeon, W.S. Lyoo, Z.L. Shen And K.Y. Lee (25)
Environmental Stress Crack Resistance Of Geomembrane By Nctl Test
H.Y. Jeon, Y.S. Jang And K.Y. Lee (30)
Weathering Degradation Of Polyester And Polypropylene Geotextiles
P.C. Lodi, B.S. Bueno, O.M. Vilar And N.S. Correia (35)
Evaluation Of Geomembrane Uv Degradation Using Melt Flow Index And Oxidative
Induction Time Tests
P.C. Lodi, B.S. Bueno And O.M. Vilar (40)
Uv Exposure Of Polymeric Geomembranes
P.C. Lodi, B.S. Bueno And O.M. Vilar (44)
Progressive Failure Properties Of Sand Retaining Wall Reinforced With Dentistrip
Inclusions
M.X. Zhang, H. Zhou, C.C. Qiu And T.J. Chen (49)
Evaluation On Stress Cracking Resistances Of Various Hdpe Drainage Geonets
M.S. Mok, E. Blond, J. Mlynarek And H.Y. Jeon (54)
Influence Of Solution Characteristics On Swelling And Hydraulic Performance
Of Geosynthetic Clay Liners
C. Xu, X.Y. Liao And Z.B. Li (58)
Post-Construction Time History Of Tensile Force In Geogrid Arranged In A Fullscale
High Wall
W. Kongkitkul, D. Hirakawa, T. Sugimoto, S. Kawahata, T. Yoshida, S. Ito And F. Tatsuoka (64)
Experimental Study On Creep Properties Of Plastic Geogrid Under Low Temperature
E.L. Wang, X.Y. Xu, B. Zhang, H. Zhong, Z.K. Gao And J.D. Chang (70)
The Use Of Beta Nucleation To Improve The Properties And Lower The Cost Of
Polypropylene Geogrids
P. Jacoby (74)
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 And J.Z. Ren (78)
Unified Constitutive Curves Of Strain-Hardening Medium And Strain-Softening
Medium
Q. Sun And S.Q. Qin (82)
Testing And Test Standards
Characteristics Of Self-Healing Of Gcl
X. Li, Y.M. Shu And X.R. Wu (87)
Development And Importance Of Testing And Specification Of Geosynthetics
J. Zhang (91)
Permeability Test And Shear Test On Geosynthetic Clay Liner
Y.X. Jie, Z.B. Fu, T. Peng And G.X. Li (95)
Long-Term Protection Efficiency Of Nonwoven Polypropylene Geotextiles
D.K. Atmatzidis, D.A. Chrysikos, T.N. Blantzoukas And A.T. Kondyli (99)
Study On Creep Strength Test Of High-Strength Geogrid
Q.R. Yan, W.D. Deng And C.Z. Deng (105)
Development Of Thermo-Graph Inspection For Geomembrane Seam Evaluation
H. Nakayama, T. Shimaoka And S. Ueda (110)
Undrained And Drained Triaxial Tests Of Fiber-Reinforced Sand
C.W. Chen And J.E. Loehr (114)
Accelerated Testing Of Geosynthetics For Design And Material Confirmation
Support
Sam R. Allen (121)
Creep Tests Of Glass Fiber Reinforced Plastics
L.H. Li, L. Chen And Z. Wang (128)
Study On Hysteresis Properties Of Piezometer Tubes Using Circulating
Watermodel
L.H. Li, L. Chen, J. Li And Z. Wang (132)
Physical Tests And Centrifuge Tests
Evaluation Of Interface Parameters From Pullout Test In Silty Sand And
Weathered Clay
D.T. Bergado, P.V. Long, J. Saowapakpiboon And P. Voottipruex (139)
Pullout Behaviour Of Different Geosynthetics Embedded In Granular Soils
N. Moraci And G. Cardile (146)
Protection Efficiency Of Nonwoven Polypropylene Geotextiles Against Impact
Damage
D.K. Atmatzidis And D.A. Chrysikos (151)
Study On Direct Shear Test On Interface Performance Of Geogrid And Corasegrained
Soil
W.D. Deng, C.Z. Deng And Q.R. Yan (157)
Centrifugal Modeling Of A Geogrid-Reinforced Embankment On Soft Subsoil
J.F. Chen, S.B. Yu, J. Han, Z.M. Shi And M.R. Shen (162)
Determination Of Interface Shear Strength Of Geosynthetics Using Centrifuge
W. Wu, M.S. Acharya And F. Aschauer (168)
Experimental Investigation Of Pull-Out Resistance Of Uniaxial Geogrids
G. Baykal And O. Dadasbilge (174)
Development And Application Of Cs-Lb01 Geosynthetics Pullout Test System
H.P. Yang, M. Guo, L. Wan And Y.X. He (179)
Geotechnical Centrifuge Experiment And Force Analysis Of Reinforced Cushion
With Pile Cap Net Structure Embankment
B.P. Doanh, Q. Luo, L. Zhang And Y. Yang (185)
Centrifuge Shaking Table Tests On Saturated Reinforced Soil Walls
J. Izawa And J. Kuwano (191)
Centrifuge Modeling On Fiber Reinforced Fly Ash Slope
D.K. Bhardwaj And J.N. Mandal (197)
Reinforcement
Importance Of Strong Connection Between Geosynthetic Reinforcement And
Facing For Grs Integral Bridge
F. Tatsuoka, D. Hirakawa, H. Aizawa, H. Nishikiori, R. Soma And Y. Sonoda (205)
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 And M. Tateyama (211)
Development Of Reinforced Earth Wall System With Steel-Framed Facing
S.D. Cho, K.W. Lee, J.H. Kim, C. Choi And C.W. Seo (216)
Geogrid Reinforced Segmental Retaining Wall For Nh5, Dharmavaram To Tuni,
Andhra Pradesh, India
T.W. Yee And P. Dutta (221)
Wetting-Induced Geosynthetic Reinforced Slope Failure
J.Y. Wu And A.H. Tang (229)
Simulating Plane Strain Tests Of Sand Specimen Reinforced With H-V Orthogonal
Inclusions By Pfc
S.L. Zhang, M.X. Zhang And A.A. Javadi (234)
Investigation On Restraint Effect Of Geogrids On Shallow Layer Failure Of
Expansive Soil Slope
M.Y. Wang, J.T. Cai, H. Xu And Y.H. Tang (238)
Determination Of Cut Slope Reinforcement Using Ahp Technique
J.G. Han, J.Y. Lee And M.H. Lee (244)
Geometry Design Method Considering Surcharge Load Behind Tiered Reinforced
Soil Wall
J.G. Han, K.K. Hong, J.S. Kim And M.H. Lee (249)
Study On The Geogrid Reinforced Soil Retaining Wall Of Concrete Rigid Face By
Field Test
G.Q. Yang, P. Lv, B.J. Zhang And Q.Y. Zhou (255)
Effect Of Reinforced Sand Cushion On The Limit Fill Height Of Embankment On Soft
Clay Foundation
L.M. Wei, J.D. Niu And H.J. Huo (261)
Application Of The Geogrid Reinforced Soil Retaining Walls For A High Slope
Supporting Project
H. Zhu, Y. Ma, Y.X. Liu And J. Wang (266)
Using Flac3d Numerical Simulation Method To Choose The Reinforced Length Of
The Soil Retaining Wall
J.W. Su And Y.M. Shu (271)
Upper-Bound Limit Analysis Of Reinforced Slopes For Clay Soil
X.J. Feng, Q. Yang And C.Z. Xiao (277)
An Experimental Study On The Effect Of Reinforcing Materials For The Stabilization
Of Soft Ground
S.D. Cho, T.G. Ham, K.S. Yang And S.K. You (281)
Numerical Simulation Of Geogrid Reinforced Lightweight Geomaterials On Soft
Ground Area
T. Tanchaisawat, D.T. Bergado, Y.P. Lai, S. Piyaboon And P. Anujorn (286)
A Study On The Deformation Behavior Of Laboratory Geosynthetics Reinforced
Soil Walls
M.S. Won, Y.S. Kim And K.J. Lee (291)
Reduced Scale Shaking Table Tests On Geosynthetic Reinforced Soil Retaining
Walls
E. Guler And O. Selek (295)
A Numerical Model For Eps Geofoam Seismic Buffers
Y.M. Wang And R.J. Bathurst (300)
Elasto-Viscoplastic Simulation Of Bearing Capacity Characteristics Of Strip
Footing On Reinforced Sand
F.L. Peng, M.S.A. Siddiquee And F. Tatsuoka (305)
Influence Of Interference On Failure Mechanism Of Closely Constructed
Circular Footings On Reinforced Sand
A.Alimardani Lavasan And M. Ghazavi (311)
Analytical Study On Geotextile-Reinforced Soil Retaining Walls Damaged During
The 2004 Mid Niigata Prefecture Japan Earthquake
M. Mizuhashi, H. Sugita And T. Sasaki (318)
Internal Stability Analysis Of Segmental Geogrid-Reinforced Soil Retaining
Walls
H.B. Liu (322)
Bearing Capacity Of Ring Footings On Reinforced Clay
A.H. Boushehrian And N. Hataf (328)
The Horizontal Deformation Study On The Geogrid Reinforced Earth Retianing
Wall
Y. Zhao, G.Q. Yang, B.J. Zhang And P. Lv (332)
Compare Analysis Of Influence Of Soil Property Upon Geosynthetics Reinforcement
Embankment
C. Yan, S. Li And J.P. Zhou (336)
Design And Construction Of A 20-Meter High Reinforced Soil Retaining Wall
S.Q. Gui, Z. B. Zhu, Q. Li And P. Luo (342)
Soil Improvement And Ground Improvement
Geosynthetic Reinforced Pond Ash Subgrade For Rural Roads
G. Venkatappa Rao And Goutam K. Pothal (349)
A Study On Shear Strength And Deformation Of Sandy Soil Reinforced With Tire
Cord Wastes
M. Esna-Ashari And M. Asadi (355)
The Use Of Geotextile To Counter Heave Problem In Spread Footing In Jordanian
Expansive Soil
Omar H. Al-Hattamleh (360)
Treat Cut Slopes With Expansive Soils Adopting Geogrid-Reinforced Technique
H.P. Yang, S. Wang And Y.X. He (364)
Experimental Study On The Strength Characteristics Of Expansive Soil
Reinforced With Synthetic Fibers
Y.H. Tang, C.G. Bao, M.Y. Wang And J.H. Ding (369)
Change Of Failure Mechanism Of Cement Treated Clay By Adding Tire Chips
Y. Kikuchi, T. Sato, T. Nagatome, Y. Mitarai And Y. Morikawa (374)
Application Of Cement-Mixed Gravel Reinforced By Geogrid For Soft Ground
Improvement
T. Matsumaru, K. Watanabe, J. Isono, M. Tateyama And T. Uchimura (380)
Effect Of Polypropylene Fibers On The Strength And Elastic Modulus Of Soilcement
L. Zhang, X.X. Wang And G. Zheng (386)
Experimental Investigation On Strength And Mechanical Behavior Of Compacted
Soil-Fiber Mixtures
T. Harianto, S. Hayash, Y.J. Du And D. Suetsugu (392)
Influence Of So3 Content On The Strength Of Cement-Fly Ash Stabilized Crushedstones
X. Chen, M.K. Zhou, P.L. Cong And X. Li (398)
Filter And Drainage Characteristics
Drainage Characteristics Of Reinforced Drainage Geotextile For Landfill
Collection System
J.Y. Lee, J. H. Jeong And M.H. Lee (405)
Pilot Scale Field Test For Natural Fiber Drain
J.H. Kim And S.D. Cho (409)
Filtration Performance Of A Silt/Geotextile System Within A Triaxial Permea Meter
A.A. Aziz, T.A. Mohammed And H. Omar (415)
Evaluation Of Discharge Capacity With Various Vertical Drain Core Types
E.C. Shin, Zhanara Nazarova, K.Y. Cho, S.H. Kim And J.K. Kang (420)
L-Shaped Geodrain In Embankment Model Test And Numerical Simulation
M. Saito, S. Shibuya, J. Mitsui And K. Hara (428)
In-Soil Hydraulic Transmissivity Of Geosynthetic Drains In The Laboratory
K. Hara, J. Mitsui, K. Mitsumune, J.G. Chae And S. Shibuya (434)
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 And T.P. De Zwart (440)
The Performance Of Alternative Geocomposites For Drainage Under Laboratory
And Field Conditions
C.A. Silva, E.M. Palmeira And A.R.L. Silva (450)
Strength Increase Of Pvd-Improved Soft Clay Under Staged Embankment Loading
L. Ma, S.L. Shen And X.W. Tang (456)
Renovated Vacuum Consolidation With Electroosmosis
Y.W. Jin (460)
Landfill Engineering
Geosynthetics Cover System For The Remediation Of A Dismissed Industrial Site In
Milano
D. Cazzuffi, P. Recalcati And G. Tresso (467)
Large-Scale Shear Tests On Interface Shear Performance Of Landfill Liner
Systems
M. Kamon, S. Mariappan, T. Katsumi, T. Inui And T. Akai (473)
Leachate Filter Geotextile And Application For Laogang Municipal Solid Waste
Landfill, Shanghai
T.W. Yee And K.H. Wong (479)
Case History: Kwai Chung Park Viaduct At Gin Drinker’s Bay Landfill, Hongkong
G. Ng (486)
Evaluation Of Tensile Force Of Liner System With The Variation Of Height Of
Incinerated Ash
S.F. Xu, H. Zhang, M.Y. Hu And S. Imaizumi (492)
Evaluation Of Clay Geosynthetic Barriers In Landfill Cover Systems
H. Zanzinger (496)
Ability Of Concrete Anchorage For Geomembrane Barrier In Landfill
S. Imaizumi, T. Sekiya, K. Ozawa, K. Arakawa, H. Wakabayashi And H. Tsujimoto (502)
Interpretation Of Installation Damage Of Geogrids By Considering Environmental
Conditions
H.Y. Jeon, A. Bouazza, S.D. Cho And D. Cazzuffi (508)
Analysis Of Environmental Condition Effects Of Waste Landfill On Geomembrane
Performance
H.Y. Jeon, K.Y. Lee, J.H. Kim And C.R. Kim (513)
Visualization Of Cracks In Compacted Clayey Soil Due To Using X-Ray Ct
T. Mukunoki, J. Otani, S. Camp And J.P. Gourc (517)
Experimental Study On Thermal Strain Creating In Barrier Sheet In Waste Landfill
T. Harada, S. Nakai, K. Yamazaki, T. Kashiwagi, T. Nakajima And S. Imaizumi (521)
Evaluating Methods To Modify The Chemical Resistance Of Geosynthetic Clay
Liners
T. Katsumi, H. Ishimori And R. Fukagawa (526)
Floating Cover For Leachate Lagoon At Hangzhou
M.A Sadlier And X.H. Zhou (532)
Geogrid Reinforced Soil Structures To Increase Landfill Capacity
J.W. Cowland (536)
Modeling Of Rehabilitation Of Unregulated Solid Waste Landfills
A. Edincliler And C. Altunel (540)
Relationship Between Short-Term Compression Strength And Transmissivity
Properties Of Geonets
M.S. Mok, E. Blond, J. Mlynarek And H.Y. Jeon (546)
Gas Permeability Of Hybrid Geosynthetics For Landfill Cap Cover
M. Nishimura, T. Akai And M. Kamon (552)
Analysis Of Tension Of Geomembranes Placed On Landfill Slopes
S.J. Feng And L.Y. Gao (558)
Influence Of Waste And Subgrade Settlement On Landfill Linier Stability And
Integrity
C. Xu, Y.Y. Xiao, X.Y. Liao And T.T. Chen (564)
Analyses Of Geomembrane Around Circular Structures
D. Gao, B. Zhu And Y.M. Chen (569)
Numerical Modeling Of Smooth Geomembrane—Soil Interaction Shear Behaviour
By Distinct Element Method
S. Kazempoor, A. Noorzad, A. Mahboubi And A. Mirghasemi (575)
Nonlinear Diffusion Of Solute In Soil Column—Test Method And Preliminary
Result
Z.Z. Li, X.W. Tang, Y.M. Chen And Y. Wang (579)
Geosystem Usage
Undrained Shear Strength Prediction And Stability Analysis Of Geocomposite
Reinforced Embankment With Clayey Backfill
J.C. Chai, T. Hino, Y. Igaya And A. Miyazaki (585)
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 And H.C. Yoon (591)
Case Study On Earth Reinforcement Using Soilbags
Y.F. Xu And J. Huang (597)
Verification Of Vibration Reduction Characteristics With Soilbag Structure
Y. Nakagawa, G.L. Chen, T. Tatsui And S. Chida (603)
Application Of Stacked Soilbags For Slope Protection
G.L. Chen, Y. Huang, M. Sato And S. Chida (609)
Modelling Geotextile Container In Marine Construction Using Geotechnical
Centrifuge
C.Y. Tan And S.H. Chew (615)
Application Of Geotubes Used As Energy Dissipater Behind A Dam
K. Jiang And Q. Li (621)
Study On The Experiment Of Stability Of Unarmored Flat Geotube Dike Under Wave
Action
C.R. Zhu, Y.M. Shu And J.H. Jiang (625)
Flume Experiment And Numerical Analysis For Bank Reinforcement With Geocontainer
S.Q. Yang, Y.M. Shu And X.C. Yang (630)
Transportation Applications
Behavior Analysis Of Reinforced Soil Retaining Wall Under Cyclic Loading
Y.Y. Kim, M.S. Yoon, S.J. Han And S.S. Kim (639)
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 And K. Yoshida (645)
Application Of Prefabricated Vertical Drains To The Changi Land Reclamation
Project, Singapore
A. Arulrajah, M.W. Bo, J. Chu And H. Nikraz (651)
Study Of Behaviour Of Ballast Using Geosynthetics
Satyendra Mittal, Ashok Kumar Sharma, B.V. Lokesh And Ajay Dwivedi (656)
Study On The Mechanism Of Embankment Reinforced With Geotextile By Finite
Element Method
J.L. Liu, J.Q. Liu And L.W. Chen (662)
Pre-Failure Performance And Failure Mechanism Of Two Tier Geosynthetic Reinforced
Soil Wall
C. Yoo And S.B. Kim (667)
Numercial Analysis Of Geogrid And Plastic Drainage Plate Used In Existed Railway
Alteration Project
P. Lv, W. Pang , L.J. Meng And L.Q. Gao (673)
Fem Analysis On Geogrid Reinforced Asphalt Concrete Pavement
Y.Y. Fei And Y.H. Yang (677)
Dynamic Finite Element Analysis Of Reinforced And Unreinforced Pavements Over
Soft Clay
F.Y. Liu And Y.Q. Cai (683)
Development Of Asphalt Overlay Fabric From Jute And Its Performance Evaluation
M. Ghosh, P.K. Banerjee And G.V. Rao (688)
Geosynthetic-Pile Support Systems Sand Geocell Usage
German Recommendations For Reinforced Embankments On Pile-Similar Elements
M. Raithel, A. Kirchner1 And H.G. Kempfert (697)
Design Methods For Pile Supported Basal Reinforced Embankments Over Soft Clay
A.D. Gharpure, M. Korulla, P.V. Jayakrishnan, M. Scotto And P. Naughton (703)
Theoretical And Numerical Analysis On Geosynthetic-Reinforced And Pile Wallsupported
Embankment
B.G. Chen, J.J. Zheng, S.W. Abusharar And J. Chen (709)
Calculation Techniques And Dimensioning Of Encased Columns-Design And State
Of The Art
M. Raithe And A. Kirchner (718)
Formula Of Pile-Soil Stress Ratio In Pile (Sand Pile)-Net (Geogrid) Composite
Ground
L.R. Xu And D.W. Lv (724)
Performance Of Encased Stone Columns And Design Guidelines For Construction
On Soft Clay Soils
S. Murugesan And K. Rajagopal (729)
Analysis Of Geosynthetic Reinforced Stone Columns In Soft Clay
R. Zhang And S.R. Lo (735)
Numerical Analysis For Mechanisms Of A Geocell-Reinforced Base Under A
Vertical Load
J. Han, X.M. Yang, D. Leshchinsky, R.L. Parsons And A. Rosen (741)
Bearing Capacity Improvement Of Asphalt Paved Road Constructions Due To The
Use Of Geocells—Falling Weight Deflectometer And Vertical Stress Measuresments
A. Emersleben And N. Meyer (747)
Hydraulic Applications
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 And F. Tatsuoka (757)
Experimental Study On The Interaction Mechanism Between Geogrid And
Expansive Rock By Pull-Out Test
J.H. Ding, J.Tong And C.G. Bao (763)
Hdpe Lined Water Reservoirs For Power Generating Stations
H.B. Ng (769)
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 And S.H. Wang (775)
Improvement Of Arch Action At Clay Core-Wall Of High Rockfill Dam By United
Seepage Control With Geomembrane
Y.L. Xing, Y.M. Shu, J.F. Hua, Y.H. Li And W.Y. Zhou (780)
Application Of Geosynthetics For Offshore Breakwaters And Cofferdams
W.M. Kan And A.M. Liu (785)
Research On Ageing Resistance Of Geotextile
G.L. Ye, Y.L. Xue And W. Zhang (792)
Analysis Of Anti-Sliding Mechanism Of Geosynthetic Reinforced Bedding Course
A.M. Liu, G.L. Ye And C.Z. Huang (799)
Drainage Structure Of The Geosynthetics Preventing The Back-Dike Silty Soil
From Dispersed Immersion Destruction
B. Zhang, X.M. Qu And A.L. Yuan (807)
Integration And Demonstration Of Sand Dikes Ecological Protection Technology
X.M. Qu, J.L. Shu And F.P. Wu (811)
Ecological Techniques And Case Histories
Introduction And Application Of Geosynthetic In Qinghai-Tibet Railway Construction
J.J. Ge, J. Wei, L.M. Bao, X. M. Shi, L.H. Xuan And X.L. Li (817)
Geogrid Wrapped Around And Vegetated Reinforced Wall Applications In The
Village Of Olympic Games In Universiade 2005 Izmir Turkey
H.R. Yilmaz And T. Eskisar (823)
Landfill Bioreactor Financial Analysis—Monterey Peninsula Landfill, Marina,
California
S. Purdy And R. Shedden (828)
High Cost Of Failure
R.E. Belanger, C.B. Queja And C. V. Zantua (833)
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 And S.J. Feng (839)
Vertical Ecological Restoration Technique For The High-Steep Rock Slopes Of
Highway In Mountainous Area
H. Zhu, D.H. Ruan And S.Y. Qin (843)
Influences Of A Rainfall On The Stability Of Granite Residual Soil Slopes
J. Gao And J. Pan (847)
Failure Of Segmental Retaining Walls Due To The Insufficiency Of Backfill
Permeability
Abdolhosein Haddad And Gholamali Shafabakhsh (852)
Design And Installation Of Rock Fall Barriers For The Pos Slim Project, Malaysia
Tiru Kulkarni And Kenneth Choo (857)
Bio-Engineering Approach With Jute Geotextile For Slope Stabilization
P.K. Choudhury, Arindam Das, D.N. Goswami And T. Sanyal (863)
Newly Technology On Geotextile Application In The Improvement Project Of The
Deep-Draft Channel Of Yangtze Estuary
J.F. Zhu And F.L. Zhou (868)