| Introduction - Design Specification for Earth Structures | p. 1 |
| Soil as a Construction Material | p. 7 |
| Soil Classification - Specification for Utilization in Different Parts of Earth Structures | p. 7 |
| Suitability of Soils for Transport Engineering Earth Structures | p. 15 |
| Suitability of Soils for Hydro Engineering Earth Structures | p. 17 |
| Borrow Pit - Soil in Natural State | p. 20 |
| Soil Genesis | p. 20 |
| Geotechnical Investigation | p. 26 |
| Workability | p. 31 |
| Soil Treatment Before the Utilization | p. 32 |
| Soil Compaction | p. 33 |
| Compaction Mechanism | p. 34 |
| Laboratory Compaction Methods | p. 36 |
| Compacting Machinery | p. 43 |
| Compaction Quality Control | p. 53 |
| Soil Properties as a Function of Compaction Effort | p. 66 |
| Geosynthetics in Earth Structures | p. 71 |
| Basic Types | p. 72 |
| Properties | p. 75 |
| Index Properties | p. 76 |
| Hydraulic Properties | p. 77 |
| Strength Characteristics | p. 81 |
| Friction Resistance of Soil - Geosynthetic Interface | p. 83 |
| Mechanical Resistance | p. 85 |
| Chemical Resistance | p. 86 |
| Different Functions in Earth Structures | p. 87 |
| Filtration Function | p. 87 |
| Drainage Function | p. 92 |
| Reinforcing Function | p. 94 |
| Separation Function | p. 97 |
| Protective Function | p. 97 |
| Surface Erosion Protection Function | p. 98 |
| Sealing Function | p. 101 |
| Summary of Applications and Properties | p. 104 |
| Geosynthetic Handling on Construction Site | p. 105 |
| Soil Improvement | p. 109 |
| Speeding Up of Consolidation | p. 109 |
| Preloading | p. 115 |
| Vertical Drains | p. 118 |
| Soil Stabilization | p. 123 |
| Mechanically Stabilized Soil | p. 123 |
| Stabilization with the Help of Cement, Lime and Other Hydraulic Bonding Agents | p. 125 |
| Soil Reinforcement | p. 133 |
| Geosynthetic Soil Reinforcement | p. 133 |
| Soil Nailing | p. 145 |
| Limit States for Earth Structures | p. 153 |
| Principles of Design Procedure for Earth Structures | p. 153 |
| Risk Principle in the Design of Geotechnical Structures - Geotechnical Categories | p. 153 |
| Ultimate Limit States and Serviceability Limit States | p. 155 |
| Actions, Design Situations | p. 155 |
| Ultimate Limit States | p. 157 |
| Basic Logic of Design Approach Based on Calculation of Limit States | p. 165 |
| Other Methods of Limit States Verification | p. 167 |
| Basic Limit States for Earth Structures | p. 169 |
| Limit State of Stability | p. 169 |
| Limit State of Deformation | p. 187 |
| Limit State of Internal Erosion | p. 204 |
| Limit State of Surface Erosion | p. 217 |
| Modelling of Limit States | p. 223 |
| Numerical Models | p. 224 |
| Laboratory Models | p. 234 |
| Modelling of In Situ - Monitoring | p. 246 |
| Earth Structures in Transport Engineering | p. 259 |
| Basic Assumptions - Situation of Traffic Network, Longitudinal Section | p. 260 |
| Application of Waste and Recycled Materials | p. 261 |
| Landslide Prone Areas | p. 262 |
| Transport Embankment - Fill | p. 266 |
| Classical Case - Embankment on Good Quality Subsoil | p. 266 |
| Embankment on Soft Subsoil | p. 275 |
| Embankment Widening | p. 299 |
| Cutting | p. 303 |
| Classical Case - Limit States | p. 303 |
| Ground Water Lowering | p. 308 |
| Cuts Widening | p. 310 |
| Specific Cases of Interaction | p. 317 |
| Retaining Walls | p. 317 |
| Bridge Abutments | p. 327 |
| Interaction of Fill with Different Underpasses | p. 330 |
| Specificity for Roadways | p. 334 |
| Unpaved Roads | p. 339 |
| Interaction of Construction Layer with Subsoil | p. 343 |
| Parking Place | p. 345 |
| Specificity for Railways | p. 346 |
| Track Reconstruction for Higher Speed | p. 348 |
| Construction of New Tracks for High Speed Trains | p. 355 |
| Specificity for Airfields | p. 361 |
| Practical Examples | p. 362 |
| Experience Gained from the Construction of Airfields in Challenging Geotechnical Conditions | p. 365 |
| Relation to Environments | p. 370 |
| Impact of Waste Material Used in Earth Structures on Environment | p. 370 |
| Collection of Surface Run-off and Subsoil Sealing | p. 377 |
| Noise Protection Barriers | p. 378 |
| Earth Structures in Water Engineering | p. 381 |
| Basic Cases of Earth Structures in Water Engineering and Their Features | p. 382 |
| Earth and Rock-Fill Dams, Typical Cross-Section | p. 383 |
| An Analysis of the Most Frequent Failures of Earth and Rockfill Dams | p. 385 |
| Conditions and Reasons of the Tensile Cracks Development | p. 387 |
| Conditions of the Tensile Cracks Development | p. 392 |
| Reasons of the Tensile Cracks Development | p. 397 |
| Stress-Strain Behaviour of Soils in Tension | p. 410 |
| Tensile Tests Under Undrained Conditions | p. 412 |
| Results of Undrained Tensile Tests | p. 415 |
| Results of Drained Tensile Tests | p. 426 |
| Soil Behaviour During Seepage Through Crack | p. 432 |
| Model of Seepage Cracks for Cohesive and Frictional Soils | p. 433 |
| Swelling Potential | p. 435 |
| Forces Between Individual Particles | p. 437 |
| Dispersive Soils | p. 441 |
| Flocculated Soils | p. 447 |
| Filtration Contact Stability for Protected Soil with a Crack | p. 451 |
| Protected Cohesive Soil with Crack | p. 452 |
| Applicability of Geotextile Filters in Dam Engineering | p. 455 |
| Practical Examples from Earth and Rock-Fill Dam Construction | p. 456 |
| Dalesice Dam | p. 456 |
| Hrinova Dam | p. 459 |
| Jirkov Dam | p. 461 |
| Low Dams in Southtown in Prague | p. 462 |
| Teton Dam | p. 463 |
| Failures Remediation | p. 467 |
| Summary of Earth and Rockfill Dam Design | p. 471 |
| Recommendation for Elimination of Tensile Cracks Development | p. 471 |
| Recommended Logical Way for Fill Dams Design | p. 475 |
| Specificity of Small Fish Pond Dams | p. 479 |
| Rehabilitation of Old Earthfill Dams Failed During Heavy Floods | p. 479 |
| Limit States of Failure | p. 480 |
| Principles of the Reconstruction Design | p. 484 |
| Some Recommendation Obtained from the Reconstruction | p. 488 |
| Conclusions | p. 489 |
| Specificity of Flood Protection Dams (Dikes) | p. 491 |
| Details for Individual Countries | p. 491 |
| Fundamental Specificity of the Protection Dams | p. 493 |
| Earth Structures in Environmental Engineering | p. 497 |
| Spoil Heaps | p. 499 |
| Behaviour of Stored Clayey Material with Large Voids - Macropores | p. 500 |
| Stability of Spoil Heaps | p. 506 |
| Deformation of Spoil Heaps | p. 511 |
| Experiences with New Construction on Spoil Heap Surface | p. 515 |
| Tailings Dams | p. 526 |
| Types and Construction of Tailings Dams | p. 527 |
| Tailings Dams with Sediments Resulting from Burning of Solid Fuel | p. 530 |
| Tailing Dams with Sediments from Concentrator Factories, Uranium Tailings | p. 545 |
| Tailings Dams with Other Sediments | p. 555 |
| Landfills | p. 556 |
| Landfill Classification | p. 557 |
| Approaches to the Landfill Design | p. 561 |
| Demands on Sealing Systems for Landfills | p. 567 |
| Drainage Systems for Landfills | p. 579 |
| Properties of Stored Waste in Municipal Landfill | p. 582 |
| Limit States of Landfills | p. 585 |
| Application of Geosynthetics in Landfill Construction | p. 588 |
| Landfill Monitoring | p. 589 |
| Remediation of Old Landfills | p. 591 |
| Utilization of Landfill Surface for New Construction | p. 594 |
| References | p. 607 |
| Index | p. 629 |
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