| Acknowledgements |
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v | |
| Conference Committees |
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vii | |
| Preface |
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ix | |
| Message from President of ISSMGE |
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xi | |
| Message from Chair of 3ICGEDMAR |
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xiii | |
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Keynote Speech from Minister of Public Works, Republic of Indonesia |
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3 | (4) |
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Geotechnical Engineering Review: Highway Development and Geotechnics |
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7 | (4) |
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11 | (4) |
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Design of MSE Wall Reinforcement and Barriers against Truck Impact of the Barrier Placed on Top of the Wall |
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15 | (26) |
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Research of Interaction between Displacement Pile and Soil Basement |
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41 | (13) |
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Lessons Learned from Case Histories on Landslides |
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54 | (20) |
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Geotechnical Implications of the M 7.1 and M 6.3 Canterbury Earthquakes of 4 September 2010 and 22 February 2011 |
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74 | (4) |
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Innovation in Disaster Mitigation Technologies: A Few Examples |
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78 | (5) |
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Reduction of Reinforcement Loads Using Kinked Steel Grid Reinforcement |
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83 | (12) |
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Dynamic Impact of Dry Granular Flow on Retaining Structure-Regression Formula for Calculation of Critical Impact Force |
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95 | (14) |
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Static and Cyclic Liquefaction of Sand with Fines |
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109 | (17) |
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Experimental Research of Dynamic Interaction |
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126 | (14) |
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Physical and Chemical Ground Improvement for Sustainable Transportation Infrastructure under Cyclic Loads |
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140 | (19) |
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Problem of High Embankment on Clay Shale at Semarang-Ungaran Toll Road Sta 5 +500 to 6 +300 |
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159 | (13) |
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Role of Uncertainty in Soil Hydraulic Properties in Rainfall-Induced Landslides |
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172 | (11) |
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Application of Consolidation Acceleration Combined with Rigid Inclusions (CMC) for a Shipyard Foundation on Deep Very Soft Clay |
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183 | (8) |
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Functional Failure of Buildings and the Remedial Work |
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191 | (6) |
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Review of Initial State and Stress Path Effects |
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197 | (11) |
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Governance Challenges in Promoting Toll Road Projects: A Case of Indonesia |
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208 | (8) |
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Analysis and Design of Tiered Geosynthetic Reinforced Soil Retaining Walls |
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216 | (8) |
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The Failure of a Road Embankment over North Java Soft Soils |
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224 | (9) |
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Rocknet: Self-Organizing Wireless Sensor Network for Rockfall Surveillance and Real-Time Warning |
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233 | (8) |
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Seismic Analysis of the Zipingpu Concrete Faced Rockfill Dam in Wenchuan Earthquake |
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241 | (6) |
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Seismic Hazard Mitigation of Urban Centers --- An Indian Perspective |
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247 | (8) |
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Investigations of Galveston Airport Pavements after Hurricane Ike in 2008 and Liquefaction Sites in Residential Areas after the New Zealand Earthquake in 2010 |
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255 | (8) |
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Use of Recycled Waste in Highway Engineering |
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263 | (8) |
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Laboratory Model Test on Improved Soil Using Lime-Column |
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271 | (5) |
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Development of Probabilistic, Deterministic and Maximum Considered Earthquake Maps for Design of Earthquake Resistance Infrastructures in Indonesia |
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276 | (2) |
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Mechanistic-Based Approach for Sustainable Pavement Foundation Design And Construction |
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278 | (2) |
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The Geotechnical Subsurface and Environmental Aspects in Relation with Sunda Straits Bridge Planning |
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280 | (9) |
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Case Studies on Recent Disasters |
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Seismic Analysis of Moshampa Earth-Dam (Iran) as a Case Study |
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289 | (6) |
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Padang Liquefaction due to September 30th 2009 Earthquake |
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295 | (8) |
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Soil Behaviours and Mechanisms for Hazard Analysis |
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Prediction of Water Retention Curves of Soils from Their Grain-Size Distribution Curve |
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303 | (5) |
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Large Scale Shaking Table Test on Dynamic Damage Behavior for Subway Station Structure under Near-Fault and Far-Field Ground Motions at Liquefiable Foundation |
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308 | (6) |
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Numerical Prediction of Landslide Impact on Submarine Pipelines |
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314 | (6) |
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DEM Simulations and Experiments of Reinforcement Rockfill Material Permanent Deformation |
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320 | (7) |
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Experimental Study on Dynamic Strength and Residual Deformation of Tailings Material |
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327 | (5) |
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Dynamic Centrifuge Shaking Table Tests and Numerical Simulation of an Unconfined Sandy Foundation |
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332 | (6) |
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Shaking Table Test on Ground Liquefaction Effect of Soil-Subway Station Structure under Near-Fault and Far-Field Ground Motions |
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338 | (6) |
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Shear Strength Characteristics of the Waste Fibers Reinforced Lime-Rice Husk Ash Stabilized Clay |
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344 | (5) |
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Design and Stability of Pond Ash Railway Embankment |
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349 | (7) |
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Numerical Analysis of Seismic Behaviour of Single Pile in Three Layered Liquefiable Soil |
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356 | (6) |
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Dynamic Impact of Dry Granular Flow on Retaining Wall --- Regression Formula for Point of Action of Critical Impact Force |
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362 | (6) |
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Coupled Analysis of Seepage And Deformation of River Levee |
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368 | (6) |
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Effect of Relict Joint on the Mass Permeability of Residual Soil |
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374 | (6) |
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Experiment Investigation of Submarine Slide Simulation Model |
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380 | (6) |
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The Effect of Blast Design in a Controlled Blasting |
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386 | (6) |
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Surface and Groundwater Contamination due to Mining of Tin and Iron --- A Case Study in Johor, Malaysia |
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392 | (5) |
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Squeezing Potential Evaluation of Tunnel in Tropical Area |
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397 | (6) |
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Effects of Fines and Fines Type on Undrained Behaviour of Sandy Soils under Critical State Soil Mechanics Framework |
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403 | (6) |
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Behaviour of a 13-m High Gabions Wall and a Solution for Its Stabilization |
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409 | (7) |
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Two-Surface Viscoplastic Sand Model for Disaster Mitigation |
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416 | (7) |
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The Strength of Loose Oil-Containing Sand under Cyclic Loading |
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423 | (6) |
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Effect of Variation of the Determined Parameter on Numerical Analysis for Seismic Performance Evaluation |
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429 | (6) |
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Testing of the Soil Dynamic Deformation Properties in situ with Wedged Dilatometer |
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435 | (8) |
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Disaster Mitigation and Rehabilitation Techniques |
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Performance Analysis of Reinforced Soil Foundation Structures With Vertical Reinforcement |
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443 | (6) |
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The Optimum Design of Water-Resist Structures for Excavation in the Urban Undercrossing Tunnel |
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449 | (6) |
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A Laboratory Study on the Efficacy of Granulated Blast Furnace Slag as an Admixture for Improving the Strength Characteristics of the Kakinada Marine Clay |
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455 | (6) |
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Development of UHRS and SWV Models for Surat City and Surrounding Region of Gujarat, India |
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461 | (7) |
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Effect of Polymeric (Polyamide) Grout Injection on Improvement of Compressive Strength and Elastic Modulus of Grouted Sand |
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468 | (7) |
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In-situ Triaxial Test Method for Rock Masses --- Apparatus Description and Testing Procedure |
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475 | (6) |
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Model and Field Tests on Unsaturation of Sandy Ground by Injecting Micro Bubble (mb)-Water |
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481 | (6) |
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An Approach on the Evaluation of the Slope Failure Range due to Earthquake |
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487 | (7) |
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Deformation Characteristics of Improved Ground by Sand Compaction Pile Method Using Iron and Steel Slag |
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494 | (6) |
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Subgrade Stabilization Assessment of Kuantan Clay Using Lime, Portland Cement, Fly Ash, and Bottom Ash |
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500 | (7) |
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Monitoring of Slow Moving Landslide at km 8.25, Jelawang --- Gua Musang Road in the State of Kelantan, Malaysia |
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507 | (8) |
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Risk Analysis and Geohazard Assessment |
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A Model Study to Propose Cylindrical Caisson as Coastal Defence Structure |
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515 | (6) |
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Estimation of Low Strain Parameters for Seismic Microzonation |
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521 | (6) |
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Human Error Related Risks of Malaysian Landslides |
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527 | (7) |
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Pullout Behavior of Horizontal Strip Anchor Plate by Finite Element Method In Cohesive Soil |
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534 | (5) |
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Human Reliability Analysis in Geotechnical Risk Assessment for Hillside Development |
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539 | (7) |
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Construction Suitability for Development of the Ranau Area, Sabah, Malaysia |
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546 | (6) |
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Investigation of Geohazard Potential of Highway Embankment Slopes on Expansive Clay by Using Geophysical Method |
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552 | (6) |
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Similarity Index of H/V Spectrum for Seismic Zoning of Highways |
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558 | (9) |
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Innovation Foundations for Rail, Highway, and Embankments |
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P-Y Curves for Single Piles in Fine Soils from the Prebored Pressuremeter --- A New Approach |
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567 | (6) |
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Optimization of Pre-Stressed Ground Anchors or Grout-in Type Soil Nails with Drilling Process Monitoring |
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573 | (6) |
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Performance Analysis of Geosynthetic Reinforced Piled Embankments |
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579 | (6) |
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A Method for Controlling Swell of Weak Rocks in the Vicinity of Underground Excavations |
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585 | (6) |
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Performance of Soft Clay Underneath a Ballast Model Embankment |
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591 | (6) |
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Limiting Settlement of Service Road by Micropile Supported Geotextile |
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597 | (7) |
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Applications of Ribbed Plate Construction for Airport and Highway Pavement |
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604 | (9) |
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Slope Failures and Remedial Measures |
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Stability Analyses on MSW Landfill Slope |
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613 | (6) |
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A Large-Sized Dike Model Test Study on Drawdown |
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619 | (6) |
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Grouting Method for Strengthening Slope Stability in Embankment Handling on Clay Soil Highway Case Study Semarang-Solo Sta 4+250 - 4+600 |
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625 | (6) |
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Determining Safety Factor of Rock Plane Slides |
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631 | (6) |
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Compliance of EIA Approval Conditions for Kuala Lumpur-Putrajaya-KLIA Highway Project |
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637 | (6) |
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Hillslope Debris Flows: Full-Scale Tests and Structure of Unsteady Flows |
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643 | (7) |
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Numerical Modeling for Remedial Measures of Shallow Slope Failure |
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650 | (9) |
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Keynote Paper (New Addition) |
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Performance Based Approach for Mitigating |
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659 | (14) |
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| Author Index |
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673 | |
Rohkem infot World Scientific e-raamatute kohta