Slope stability and stabilization methods:
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
New York
Wiley
2002
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| Ausgabe: | 2. ed. |
| Schlagworte: | |
| Online-Zugang: | Table of Contents Inhaltsverzeichnis |
| Beschreibung: | XXII, 712 S. Ill., graph. Darst. |
| ISBN: | 0471384933 |
Internformat
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| 245 | 1 | 0 | |a Slope stability and stabilization methods |c Lee W. Abramson ... |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a New York |b Wiley |c 2002 | |
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| 650 | 7 | |a Aterros |2 larpcal | |
| 650 | 7 | |a Estabilização dos solos |2 larpcal | |
| 650 | 4 | |a Pentes (Mécanique des sols) - Stabilité | |
| 650 | 4 | |a Sols - Stabilisation | |
| 650 | 7 | |a Taludes |2 larpcal | |
| 650 | 4 | |a Embankments | |
| 650 | 4 | |a Slopes (Soil mechanics) | |
| 650 | 4 | |a Soil stabilization | |
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Datensatz im Suchindex
| _version_ | 1804129268456751104 |
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| adam_text | SLOPE STABILITY AND STABILIZATION METHODS SECOND EDITION F J LEE W.
ABRAMSON HATCH MOTT MACDONALD MILLBURN, NEW JERSEY THOMAS S. LEE
PARSONS, BRINCKERHOFF, QUADE & DOUGLAS SAN FRANCISCO, CALIFORNIA SUNIL
SHARMA UNIVERSITY OF IDAHO MOSCOW, IDAHO GLENN M. BOYCE PARSONS,
BRINCKERHOFF, QUADE & DOUGLAS SAN FRANCISCO, CALIFORNIA A
WILEY-LNTERSCIENCE PUBLICATION JOHN WILEY & SONS, INC. CONTENTS PREFACE
XVII ACKNOWLEDGMENTS XIX ABOUT THE AUTHORS XXI 1 GENERAL SLOPE STABILITY
CONCEPTS 1 LEE W. ABRAMSON 1.1 INTRODUCTION / 1 1.2 AIMS OF SLOPE
STABILITY ANALYSIS / 2 1.3 NATURAL SLOPES / 2 1.4 ENGINEERED SLOPES / 3
1.4.1 EMBANKMENTS AND FILLS / 3 1.4.2 CUT SLOPES / 15 1.4.3 LANDFILLS /
18 1.4.4 RETAINING STRUCTURES / 24 1.5 LANDSLIDES / 25 1.5.1 FEATURES
AND DIMENSIONS OF LANDSLIDES / 25 1.5.2 LANDSLIDE RATES AND TYPES OF
MOVEMENTS / 29 1.6 FACTORS CONTRIBUTING TO SLOPE FAILURES / 33 1.7 BASIC
CONCEPTS APPLIED TO SLOPE STABILITY / 34 1.8 TYPICAL INPUT DATA FOR
SLOPE STABILITY ANALYSES / 36 1.8.1 GEOLOGIC CONDITIONS / 36 VI CONTENTS
1.8.2 SITE TOPOGRAPHY / 36 1.8.3 POSSIBLE EFFECTS OF PROPOSED
CONSTRUCTION / 37 1.8.4 MATERIAL PROPERTIES / 39 1.8.5 SHEAR STRENGTH /
42 1.8.6 GROUNDWATER CONDITIONS / 48 1.8.7 SEISMICITY / 49 1.9
SUBSURFACE MODEL AND BACK-ANALYSIS FOR SLOPE STABILITY ANALYSES / 51
1.10 CONCLUSIONS / 53 REFERENCES / 53 2 ENGINEERING GEOLOGY PRINCIPLES
56 THOMAS S. LEE 2.1 INTRODUCTION / 56 2.2 TYPES AND CHARACTERISTICS OF
GEOLOGIC SOIL DEPOSITS / 56 2.2.1 ALLUVIAL DEPOSITS / 57 2.2.2 GLACIAL
DEPOSITS / 65 2.2.3 EOLIAN DEPOSITS / 65 2.2.4 RESIDUAL DEPOSITS / 67
2.2.5 COLLUVIAL/TALUS DEPOSITS / 69 2.2.6 MARINE DEPOSITS / 70 2.2.7
MELANGES / 71 2.2.8 OTHER TYPES OF DEPOSITS / 72 2.3 TYPES AND
CHARACTERISTICS OF ROCKS / 73 2.3.1 SHALES / 74 2.3.2 SANDSTONES / 75
2.3.3 LIMESTONES AND RELATED CARBONATE ROCKS / 75 2.3.4 IGNEOUS ROCKS /
75 2.3.5 PYROCRASTIC VOLCANIC ROCKS / 76 2.3.6 METAMORPHIC ROCKS / 76
2.4 GEOLOGIC FEATURES ASSOCIATED WITH SLOPES / 76 2.4.1 SOIL/ROCK FABRIC
/ 77 2.4.2 GEOLOGICAL STRUCTURES / 77 2.4.3 DISCONTINUITIES / 78 2.4.4
GROUNDWATER / 78 2.4.5 GROUND STRESSES / 79 2.4.6 WEATHERING / 79 2.4.7
PREEXISTING LANDSLIDE ACTIVITIES / 81 CONTENTS VM 2.4.8 CLAY MINERALOGY
/ 82 2.4.9 SEISMIC EFFECTS / 84 2.5 LANDSLIDES / 84 2.5.1
LANDSLIDE-PRONE OCCURRENCES / 85 2.5.2 FUNDAMENTALS OF LANDSLIDES / 93
2.5.3 USEFUL CLUES TO LANDSLIDE INVESTIGATIONS AND IDENTIFICATIONS / 95
REFERENCES / 99 GROUNDWATER CONDITIONS 102 THOMAS S. LEE 3.1
INTRODUCTION / 102 3.2 REVIEW OF GROUNDWATER FUNDAMENTALS / 103 3.2.1
MOVEMENT OF GROUNDWATER / 104 3.2.2 PRINCIPLES OF GROUNDWATER MECHANICS
/ 106 3.3 SITE CONDITIONS / 108 3.3.1 GROUNDWATER LEVELS / 108 3.3.2
ZONES / 108 3.3.3 AQUIFERS /111 3.3.4 AQUICLUDES / 112 3.3.5 PERCHED
WATER / 112 3.3.6 ARTESIAN WATER / 114 3.3.7 SPRINGS / 114 3.4 TYPES OF
GROUNDWATER FLOW / 115 3.4.1 RUNOFF / 115 3.4.2 INFILTRATION / 117 3.4.3
REGIONAL FLOW / 118 3.5 FLUCTUATION OF GROUNDWATER LEVELS / 121 3.5.1
RAINFALL / 121 3.5.2 FLOODS / 123 3.5.3 SNOWMELT / 124 3.5.4 SUDDEN
DRAWDOWN / 125 3.6 INFLUENCE OF GEOLOGICAL STRUCTURES ON GROUNDWATER
FLOWS / 125 3.7 PORE PRESSURES / 127 3.7.1 POSITIVE PORE PRESSURES / 128
3.7.2 NEGATIVE PORE PRESSURES / 131 3.7.3 MEASUREMENT OF PORE PRESSURES
/ 133 YIII CONTENTS 3.8 WATER LEVELS FOR DESIGN / 138 3.8.1 GENERAL /
138 3.8.2 WETTING BAND APPROACH / 139 3.9 FIELD IDENTIFICATION AND
INTERPRETATION OF GROUNDWATER CONDITIONS / 142 3.9.1 FIELD
IDENTIFICATION OF GROUNDWATER CONDITIONS / 142 3.9.2 INTERPRETATION OF
GROUNDWATER CONDITIONS / 142 3.10 GROUNDWATER IN SLOPE STABILITY
ANALYSIS / 144 3.10.1 DEVELOPING A GROUNDWATER MODEL FROM THE FIELD DATA
/ 144 3.10.2 GROUNDWATER EFFECTS ON SLOPE STABILITY / 146 3.10.3
GROUNDWATER IN ROCK / 150 3.11 MONITORING OF GROUNDWATER PRESSURES / 151
3.11.1 PIEZOMETERS AND OBSERVATION WELLS / 151 3.11.2 INSTALLATION OF
PIEZOMETERS / 157 3.11.3 FLUCTUATING GROUNDWATER LEVELS / 159 3.12 OTHER
INSTRUMENTS*RAINFALL GAGES / 159 REFERENCES / 159 GEOLOGIC SITE
EXPLORATION 162 THOMAS S. LEE 4.1 INTRODUCTION / 162 4.2 DESK STUDY /
166 4.2.1 AVAILABLE EXISTING DATA / 166 4.2.2 PREVIOUS GEOLOGIC
EXPLORATIONS / 172 4.2.3 IDENTIFICATION OF LANDSLIDE-PRONE TERRAINS
THROUGH TOPOGRAPHIC EXPRESSIONS / 173 4.2.4 AIR PHOTOS / 175 4.3 FIELD
STUDY / 183 4.3.1 SITE RECONNAISSANCE / 183 4.4 EXPLORATION METHODS /
197 4.4.1 INTRODUCTION / 197 4.4.2 AUGER DRILLING / 198 4.4.3 ROTARY
WASH DRILLING / 200 4.4.4 LIMITATIONS OF AUGER AND ROTARY WASH DRILLING
/ 203 4.4.5 SAMPLING IN THE GROUND / 203 4.4.6 LARGE BOREHOLES / 204
4.4.7 TEST PITS / 205 CONTENTS IX 4.5 TESTING METHODS / 209 4.5.1 IN
SITU TESTING / 209 4.5.2 GEOPHYSICAL TESTING / 223 4.5.3 DOWNHOLE
GEOPHYSICS LOGGING / 229 4.5.4 MINERALOGY TESTS / 232 4.5.5 RADIOCARBON
DATING / 235 4.6 EXPLORATION PROGRAM DESIGN / 235 4.6.1 LOCATIONS AND
NUMBER OF BOREHOLES / 235 4.6.2 DEPTH OF BOREHOLES / 237 REFERENCES /
238 LABORATORY TESTING AND INTERPRETATION 242 SUNIL SHARMA 5.1
INTRODUCTION / 242 5.2 EFFECTIVE STRESS CONCEPTS / 243 5.3 MOHR CIRCLE /
244 5.4 MOHR-COULOMB FAILURE CRITERION / 245 5.4.1 MOHR-COULOMB FAILURE
ENVELOPE*UNSATURATED SOILS / 247 5.4.2 MOHR-COULOMB ENVELOPE IN P-Q
SPACE / 249 5.5 EFFECTIVE/TOTAL STRESS ANALYSIS / 250 5.5.1 FACTORS OF
SAFETY / 252 5.6 STRESS PATHS / 254 5.6.1 TYPICAL FIELD STRESS PATHS /
257 5.7 SHEAR STRENGTH OF SOILS / 259 5.7.1 SHEAR STRENGTH OF GRANULAR
SOILS / 260 5.7.2 SHEAR STRENGTH OF FINE-GRAINED SOILS / 260 5.7.3
STRESS-STRAIN CHARACTERISTICS OF SOILS / 261 5.7.4 DISCREPANCIES BETWEEN
FIELD AND LABORATORY STRENGTHS / 263 5.7.5 STRENGTH TESTING / 269 5.7.6
SELECTION AND PREPARATION OF TEST SAMPLES / 271 5.7.7 LABORATORY TEST
CONDITIONS / 272 5.7.8 THE SHANSEP METHOD / 274 5.7.9 TRIAXIAL TESTS /
276 5.7.10 DIRECT SHEAR TEST / 283 5.7.11 DIRECT SIMPLE SHEAR (DSS) TEST
/ 287 5.7.12 UNSATURATED TESTS / 288 CONTENTS 5.8 PORE PRESSURE
PARAMETERS / 291 5.8.1 SKEMPTON S PARAMETERS / 291 5.8.2 HENKEL S
PARAMETERS / 291 5.9 INTERPRETATIONS OF STRENGTH TESTS / 293 5.9.1
TRIAXIAL TESTS / 293 5.9.2 DIRECT SHEAR TESTS / 298 5.9.3 UNSATURATED
TESTS / 302 5.9.4 SELECTION OF DESIGN SHEAR STRENGTHS / 302 5.10 OTHER
PROPERTIES / 305 5.10.1 CONSOLIDATION TESTS / 306 5.10.2 PERMEABILITY
TESTS / 306 5.10.3 COMPACTION TESTS / 307 5.10.4 CLASSIFICATION TESTS /
308 5.10.5 INTERPRETATIONS OF CLASSIFICATION TESTS / 310 5.10.6
SHRINK/SWELL POTENTIAL / 312 5.10.7 SLAKE DURABILITY / 313 5.10.8
COLLAPSIBILITY / 314 5.10.9 DISPERSIVITY / 315 5.10.10 CHEMICAL TESTS /
316 5.10.11 X-RAY DIFFRACTION ANALYSIS / 318 5.11 QUALITY
CONTROL/QUALITY ASSURANCE / 319 REFERENCES / 321 SLOPE STABILITY
CONCEPTS 329 SUN/7 SHARMA 6.1 INTRODUCTION / 329 6.2 MODES OF FAILURE /
330 6.3 FACTOR OF SAFETY CONCEPTS / 332 6.4 PORE WATER PRESSURES / 334
6.4.1 PHREATIC SURFACE / 335 6.4.2 PIEZOMETRIC SURFACE / 336 6.4.3
EXAMPLE / 337 6.4.4 NEGATIVE PORE PRESSURES / 339 6.5 BLOCK ANALYSIS /
339 6.5.1 EXAMPLE / 341 6.6 INFINITE SLOPE ANALYSIS / 343 6.6.1 INFINITE
SLOPES IN DRY SAND / 343 6.6.2 INFINITE SLOPE IN C- / SOIL WITH SEEPAGE
/ 344 CONTENTS XI 6.7 PLANAR SURFACE ANALYSIS / 345 6.7.1 PLANAR SURFACE
EXAMPLE / 348 6.8 CIRCULAR SURFACE ANALYSIS / 349 6.8.1 CIRCULAR ARC
( / U =0) METHOD / 349 6.8.2 4 U = 0 EXAMPLE / 350 6.8.3 FRICTION
CIRCLE METHOD / 350 6.8.4 FRICTION CIRCLE EXAMPLE / 352 Y 6.9 METHOD OF
SLICES / 353 6.9.1 ORDINARY METHOD OF SLICES (OMS) / 358 6.9.2
SIMPLIFIED JANBU METHOD / 360 6.9.3 SIMPLIFIED BISHOP METHOD / 363 6.9.4
GENERALIZED LIMIT EQUILIBRIUM (GLE) METHOD / 364 6.9.5 JANBU S
GENERALIZED PROCEDURE OF SLICES (GPS) / 367 6.9.6 METHOD OF SLICES*AN
EXAMPLE / 370 6.9.7 CONTROL OF NEGATIVE EFFECTIVE STRESSES / 375 6.9.8
COMPARISON OF LIMIT EQUILIBRIUM METHODS / 376 6.10 SELECTION AND USE OF
LIMIT EQUILIBRIUM METHODS / 378 6.10.1 ESSENTIAL FIRST FOUR-STEPS / 378
6.10.2 SELECTION OF ANALYSIS METHOD / 379 6.10.3 CONSIDERATIONS FOR ALL
TYPES OF ANALYSES / 380 6.11 DESIGN CHARTS / 380 6.11.1 HISTORICAL
BACKGROUND / 381 6.11.2 STABILITY CHARTS / 381 6.12 SEISMIC ANALYSIS /
393 6.12.1 PSEUDOSTATIC METHOD / 394 6.12.2 NEWMARK S DISPLACEMENT
METHOD / 396 6.12.3 ACCELEROGRAM SELECTION FOR NEWMARK S METHOD / 398
6.12.4 COMPUTED PERMANENT DISPLACEMENTS / 399 6.12.5 TOLERABLE PERMANENT
DISPLACEMENTS / 408 6.13 OTHER FACTORS AFFECTING SLOPE STABILITY
ANALYSIS / 409 6.13.1 EFFECT OF TENSION CRACKS ON STABILITY ANALYSIS /
409 6.13.2 EFFECTS OF VEGETATION / 410 6.13.3 FOUNDATION LOADS ON SLOPES
/ 411 6.14 THREE-DIMENSIONAL ANALYSIS / 412 6.15 ROCK SLOPE STABILITY /
413 6.16 THE FINITE ELEMENT METHOD (FEM) / 415 6.16.1 EXAMPLE OF FEM
ANALYSIS OF SLOPES / 416 XH CONTENTS 6.17 COMPUTER ANALYSIS / 419 6.17.1
AVAILABLE COMPUTER PROGRAMS / 419 6.18 PROBABILISTIC ANALYSIS OF SLOPES
/ 420 6.18.1 SOURCES OF UNCERTAINTY / 420 6.18.2 BASIC PROBABILITY
CONCEPTS / 421 6.18.3 RELIABILITY INDEX / 424 6.18.4 PROBABILISTIC
FORMULATION FOR SLOPES / 427 6.18.5 PROBABILISTIC ANALYSIS OF
PERFORMANCE FUNCTION / 427 6.18.6 QUANTIFYING UNCERTAINTY / 436 6.18.7
EXAMPLES / 438 6.18.8 SUMMARY / 452 REFERENCES / 454 SLOPE STABILIZATION
METHODS 462 LEE W. ABRAMSON 7.1 INTRODUCTION / 462 7.2 UNLOADING / 463
7.2.1 EXCAVATION / 463 7.2.2 LIGHTWEIGHT FILL / 468 7.3 BUTTRESSING /
470 7.3.1 SOIL AND ROCK FILL / 474 7.3.2 COUNTERBERMS / 474 7.3.3 SHEAR
KEYS / 475 7.3.4 MECHANICALLY STABILIZED EMBANKMENTS / 477 7.3.5 PNEUSOL
(TIRESOIL) / 480 7.4 DRAINAGE / 482 7.4.1 SURFACE DRAINAGE / 482 7.4.2
SUBSURFACE DRAINAGE / 483 7.5 REINFORCEMENT / 497 7.5.1 SOIL NAILING /
497 7.5.2 STONE COLUMNS / 507 7.5.3 RETICULATED MICROPILES / 511 7.5.4
GEOSYNTHETICALLY REINFORCED SLOPES / 512 7.6 RETAINING WALLS / 520 7.6.1
GRAVITY AND CANTILEVER RETAINING WALLS / 523 7.6.2 DRIVEN PILES / 523
7.6.3 DRILLED SHAFT WALLS / 524 7.6.4 TIEBACK WALLS / 524 CONTENTS XIII
7.7 VEGETATION / 530 7.7.1 GENERAL DESIGN CONSIDERATIONS / 531 7.7.2
VEGETATION SPECIES / 537 7.7.3 EROSION CONTROL MATS AND BLANKETS / 538
7.7.4 BIOTECHNICAL STABILIZATION / 540 7.8 SURFACE SLOPE PROTECTION /
541 ^ 7.8.1 GENERAL DESIGN CONSIDERATIONS / 542 7.8.2 SHOTCRETE / 543
7.8.3 CHUNAM PLASTER / 544 7.8.4 MASONRY / 546 7.8.5 RIP-RAP / 546 7.9
SOIL HARDENING / 547 7.9.1 COMPACTED SOIL-CEMENT FILL / 547 7.9.2
ELECTRO-OSMOSIS / 548 7.9.3 THERMAL TREATMENT / 549 7.9.4 GROUTING / 549
7.9.5 LIME INJECTION / 550 7.9.6 PRECONSOLIDATION / 553 7.10 ROCK SLOPE
STABILIZATION METHODS / 559 7.10.1 REMOVAL OF UNSTABLE ROCK / 559 7.10.2
CATCHMENT / 562 7.10.3 FLATTENING OF SLOPE / 565 7.10.4 BUTTRESSES / 565
7.10.5 SURFACE PROTECTION / 566 7.10.6 REINFORCEMENT / 568 7.10.7
DRAINAGE / 568 7.10.8 USE OF EXPLOSIVES / 571 7.10.9 ROCK SLOPE
STABILIZATION CASE HISTORIES / 573 7.11 ALTERNATIVES TO SLOPE
STABILIZATION / 584 7.11.1 COMPLETE REMOVAL OF SLIDE ZONE / 585 7.11.2
FACILITY RELOCATION / 585 7.11.3 BRIDGING / 587 7.12 SELECTION OF
STABILIZATION METHODS / 587 7.12.1 GOALS / 588 7.12.2 TECHNICAL
CONSTRAINTS / 588 7.12.3 SITE CONSTRAINTS / 589 7.12.4 ENVIRONMENTAL
CONSTRAINTS / 590 7.12.5 AESTHETIC CONSTRAINTS / 590 XIV CONTENTS 7.12.6
SCHEDULE CONSTRAINTS / 590 7.12.7 OTHER CONSTRAINTS / 591 7.12.8 COST /
591 7.13 PROBABLE COST ANALYSIS OF STABILIZATION ALTERNATIVES / 591
7.13.1 INTRODUCTION / 591 7.13.2 DEVELOPING ALTERNATIVE SCHEMES / 592
7.13.3 ESTIMATING OUTCOMES AND PROBABILITIES / 592 7.13.4 DETERMINING
PROBABLE COSTS / 593 REFERENCES / 598 DESIGN, CONSTRUCTION, AND
MAINTENANCE 604 GLENN M. BOYCE 8.1 INTRODUCTION / 604 8.2 CONTRACT
DOCUMENTS / 604 8.2.1 CONTRACT DRAWINGS / 605 8.2.2 SPECIFICATIONS / 606
8.2.3 GEOTECHNICAL DESIGN REPORTS / 606 8.3 INSPECTION DURING
CONSTRUCTION / 607 8.3.1 INSPECTION GUIDELINES / 607 8.3.2 QUALITY
CONTROL/QUALITY ASSURANCE / 608 8.3.3 INSTRUMENTATION / 608 8.3.4
INSTRUMENTATION MONITORING / 627 8.4 INSPECTION FOLLOWING CONSTRUCTION /
630 8.4.1 INTRODUCTION / 630 8.4.2 FREQUENCY OF INSPECTIONS / 631 8.4.3
TECHNICAL INSPECTIONS / 632 8.4.4 ENGINEERING INSPECTIONS / 632 8.4.5
INSPECTION REPORTS / 632 8.5 MAINTENANCE / 633 8.5.1 ACCESS / 633 8.5.2
SLOPE PERFORMANCE OBSERVATIONS / 633 8.5.3 INSTRUMENTS / 637 8.5.4
DRAINAGE / 637 8.5.5 ADJACENT UTILITIES / 638 8.6 TIME DOMAIN
REFLECTOMETRY (TDR) / 639 8.6.1 INTRODUCTION / 639 8.6.2 MECHANICS OF
TDR / 639 CONTENTS XV 8.6.3 ADVANTAGES AND DISADVANTAGES OF TDR OVER
INCLINOMETERS / 640 REFERENCES / 641 SHALLOW FAILURES 643 THOMAS S. LEE
9.1 INTRODUCTION / 643 9.2 SEEPAGE FLOW MECHANISM DUE TO INFILTRATION /
644 9.3 MECHANISM OF RAINFALL-INDUCED LANDSLIDES / 645 9.4 FIELD LOADING
CONDITIONS / 647 9.5 CORRELATIONS BETWEEN LAND SLIDES AND RAINFALL / 648
9.5.1 ANTECEDENT RAINFALL / 650 9.6 RAINFALL THRESHOLDS FOR PREDICTION
OF SHALLOW FAILURES / 651 9.7 TYPES OF SOILS, HYDROGEOLOGIC, AND
GEOMORPHOLOGIC FEATURES / 652 9.7.1 COLLUVIUM / 652 9.7.2 LOESS / 653
9.7.3 DEBRIS FLOWS / 655 9.7.4 RESIDUAL SOILS / 656 9.7.5 RAPID SNOWMELT
/ 657 9.8 EFFECT OF PERMEABILITY OF SURFICIAL STABILITY / 657 9.9
STANDARD CODES FOR SHALLOW SLOPE STABILITY / 658 9.10 DESIGN PRACTICE
FOR SHALLOW SLOPE STABILITY / 661 9.10.1 DEBRIS FLOW HAZARD MITIGATION /
662 9.10.2 DESIGN OF LOESS SLOPES / 663 9.11 ATTENDING LANDSLIDE
INCIDENTS / 664 9.12 SUMMARY / 665 REFERENCES / 665 10 STABILITY OF
LANDFILL SLOPES 669 LEE W. ABRAMSON 10.1 UNIQUE NATURE OF LANDFILLS /
669 10.2 TYPICAL LANDFILL CONFIGURATIONS / 669 10.3 LANDFILL WASTE
ENGINEERING PROPERTIES / 675 10.4 GEOSYNTHETICS IN LANDFILLS AND
ENGINEERING PROPERTIES / 679 10.4.1 GEOMEMBRANES / 680 10.4.2
GEOTEXTILES / 680 XVI CONTENTS 10.4.3 GEONETS / 680 10.4.4 GEOGRIDS /
682 10.4.5 GEOSYNTHETIC CLAY LINERS (GCLS) / 684 10.4.6 ENGINEERING
PROPERTIES OF GEOSYNTHETICS / 685 10.4.7 ANCHOR TRENCHES / 686 10.5
LANDFILL CONSTRUCTION / 688 10.6 SLOPE STABILITY CONSIDERATIONS / 692
10.6.1 EXCAVATION SLOPE STABILITY / 693 10.6.2 WASTE FILL STABILITY /
696 10.6.3 COVER SYSTEM STABILITY / 700 REFERENCES / 702 INDEX 703
|
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| id | DE-604.BV014408847 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T19:02:26Z |
| institution | BVB |
| isbn | 0471384933 |
| language | English |
| lccn | 2001026917 |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-009855917 |
| oclc_num | 46847564 |
| open_access_boolean | |
| owner | DE-703 |
| owner_facet | DE-703 |
| physical | XXII, 712 S. Ill., graph. Darst. |
| publishDate | 2002 |
| publishDateSearch | 2002 |
| publishDateSort | 2002 |
| publisher | Wiley |
| record_format | marc |
| spelling | Slope stability and stabilization methods Lee W. Abramson ... 2. ed. New York Wiley 2002 XXII, 712 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Aterros larpcal Estabilização dos solos larpcal Pentes (Mécanique des sols) - Stabilité Sols - Stabilisation Taludes larpcal Embankments Slopes (Soil mechanics) Soil stabilization Stabilisierung (DE-588)4357300-9 gnd rswk-swf Hang (DE-588)4023336-4 gnd rswk-swf Hang (DE-588)4023336-4 s Stabilisierung (DE-588)4357300-9 s DE-604 Abramson, Lee W. Sonstige oth http://www.loc.gov/catdir/toc/onix06/2001026917.html Table of Contents HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009855917&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Slope stability and stabilization methods Aterros larpcal Estabilização dos solos larpcal Pentes (Mécanique des sols) - Stabilité Sols - Stabilisation Taludes larpcal Embankments Slopes (Soil mechanics) Soil stabilization Stabilisierung (DE-588)4357300-9 gnd Hang (DE-588)4023336-4 gnd |
| subject_GND | (DE-588)4357300-9 (DE-588)4023336-4 |
| title | Slope stability and stabilization methods |
| title_auth | Slope stability and stabilization methods |
| title_exact_search | Slope stability and stabilization methods |
| title_full | Slope stability and stabilization methods Lee W. Abramson ... |
| title_fullStr | Slope stability and stabilization methods Lee W. Abramson ... |
| title_full_unstemmed | Slope stability and stabilization methods Lee W. Abramson ... |
| title_short | Slope stability and stabilization methods |
| title_sort | slope stability and stabilization methods |
| topic | Aterros larpcal Estabilização dos solos larpcal Pentes (Mécanique des sols) - Stabilité Sols - Stabilisation Taludes larpcal Embankments Slopes (Soil mechanics) Soil stabilization Stabilisierung (DE-588)4357300-9 gnd Hang (DE-588)4023336-4 gnd |
| topic_facet | Aterros Estabilização dos solos Pentes (Mécanique des sols) - Stabilité Sols - Stabilisation Taludes Embankments Slopes (Soil mechanics) Soil stabilization Stabilisierung Hang |
| url | http://www.loc.gov/catdir/toc/onix06/2001026917.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009855917&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT abramsonleew slopestabilityandstabilizationmethods |