Rütteldruckverdichtung als plastodynamisches Problem: = Deep vibration compaction as plastodynamic problem
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Rotterdam [u.a.]
Balkema
2000
|
| Schriftenreihe: | Advances in geotechnical engineering and tunneling
2 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XX, 194 S. Ill., graph. Darst. |
| ISBN: | 905809314X 9058093158 |
Internformat
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| 245 | 1 | 0 | |a Rütteldruckverdichtung als plastodynamisches Problem |b = Deep vibration compaction as plastodynamic problem |c W. Fellin |
| 246 | 1 | 1 | |a Deep vibration compaction as plastodynamic problem |
| 264 | 1 | |a Rotterdam [u.a.] |b Balkema |c 2000 | |
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| 490 | 1 | |a Advances in geotechnical engineering and tunneling |v 2 | |
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Datensatz im Suchindex
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|---|---|
| adam_text | IMAGE 1
RIITTELDRUCKVERDICHTUNG
ALS PLASTODYNAMISCHES PROBLEM DEEP VIBRATION COMPACTION AS PLASTODYNAMIC
PROBLEM
W. FELLIN UNIVERSITY OF INNSBRUCK, INSTITUTE OF GEOTECHNICS AND
TUNNELLING
A. A. BALKEMA/ROTTERDAM/BROOKFIELD/2000
IMAGE 2
INHALTSVERZEICHNIS
EINLEITUNG - ,,EIN KURZER LEITFADEN UND UBERBLICK 1
INTRODUCTION - A SHORT GUIDELINE AND OVERVIEW
1 STAND DER TECHNIK, LITERATURIIBERSICHT 3
STATE OF THE ART
1.1 TERMINOLOGIE 3
TERMINOLOGY
1.2 ZIEL DER RIITTELDRUCKVERDICHTUNG 4
AIM OF THE DEEP VIBRATION COMPACTION
1.3 GERATE 4
EQUIPMENT
1.4 VERFAHREN 5
PROCESS
1.5 GRENZEN DER ANWENDBARKEIT 6
LIMITS FOR APPLICATION
1.6 EINFLIISSE AUF DIE VERDICHTUNG 8
QUANTITIES INFLUENCING THE COMPACTION
1.7 ABSTAND DER RIITTELZENTREN, VERDICHTUNGSRASTER 12
SPACING OF THE COMPACTION POINTS, COMPACTION PATTERN
1.7.1 EINFLUBBEREICH 12
INFLUENCED AREA
1.7.2 WIRKUNGSRADIUS 13
EFFECTED (WELL COMPACTED) AREA
1.7.3 VERDICHTUNGSRASTER 14
COMPACTION PATTERN
1.7.4 ANGABEN AUS DER LITERATUR 17
PRESENT RECOMMENDATIONS
1.8 WIRKUNGSWEISE, BISHERIGE ERKLARUNGSVERSUCHE 18
PREVIOUS EXPLANATIONS FOR THE COMPACTION
1.8.1 ALLGEMEINES 18
GENERAL REMARKS
V
IMAGE 3
VI INHAHSVERZEICHNIS
1.8.2 VERSUCHE 20
EXPERIMENTS
1.8.3 WELLENAUSBREITUNG 22
WAVE PROPAGATION
1.9 KONTROLLE DES VERDICHTUNGSERFOLGES 23
COMPACTION CONTROL
1.9.1 EIGENIIBERWACHUNG 23
MONITORING DURING VIBRATION
1.9.2 KONTROLLPRIIFUNGEN 23
COMPACTION CONTROL AFTER VIBRATION 1 1 1.10 NEUESTE ENTWICKLUNGEN 25
RECENT DEVELOPMENTS
2 DIE BEWEGUNGEN DES RIITTLERS 27
THE MOTION OF THE VIBRATOR
2. 1 ERFAHRUNGEN ZUR RIITTLERBEWEGUNG 27
OBSERVED MOTION
2.2 DAS EBENE PENDEL 28
PLANAR PENDULUM
2.2.1 FREIE SCHWINGUNG 29
FREE OSCILLATION
2.2.2 ERZWUNGENE SCHWINGUNG 31
FORCED OSCILLATION
2.3 DAS ROTIERENDE PENDEL 32
ROTATING PENDULUM
2.3.1 FREIE ROTATION 33
FREE ROTATION
2.3.2 ERZWUNGENE ROTATION 34
FORCED ROTATION
2.4 VERGLEICH DES PENDELS MIT EINEM MASSE-FEDER SYSTEM 35 COMPARISON
BETWEEN PENDULUM AND MASS-SPRING SYSTEM
2.5 DAS EBENE PENDEL MIT BEWEGLICHEM AUFHANGEPUNKT 36
PENDULUM WITH ROLLER SUPPORT
2.5.1 NAHERUNG MIT VERSCHWINDENDER FEDERSTEIFIGKEIT DES AUFLA- GERS 40
APPROXIMATION WITH ZERO STIFFNESS
IMAGE 4
INHALTSVERZEICHNIS VII
2.5.2 NAHERUNG FUR IIBLICHE RUTTLER 41
APPROXIMATION FOR USUAL DEEP COMPACTION VIBRATORS
2.6 PENDEL MIT DAMPFUNG 42
DAMPED PENDULUM
2.6.1 ANALOGIE ZUR FUNDAMENTSCHWINGUNG 43
ANALOGY TO FOUNDATION OSCILLATION
2.6.2 ANALOGIE ZUR PFAHLSCHWINGUNG 47
ANALOGY TO PILE OSCILLATION
2.6.3 BERECHNUNG DER MODELLPARAMETER K UND C 49
MODEL PARAMETERS
2.6.4 BEISPIEL 53
EXAMPLE
2.6.5 VERGLEICH DER FUNDAMENT- MIT DER PFAHLLOSUNG 54
COMPARISON OF RESULTS
2.7 ZWEIDIMENSIONALES ERSATZSYSTEM .55
TWO-DIMENSIONAL MODEL
2.1 A BEWEGUNG 55
MOTION
2.7.2 BODENREAKTIONSKRAFT 57
SOIL REACTION FORCE
2.8 MOTORMOMENT UND LEISTUNG 59
MOMENT AND POWER OF THE MOTOR
2.9 BEISPIEL 60
EXAMPLE
2.10 ERKENNEN VON NICHTLINEARITATEN DES BODENS 62
DETECTION OF SOIL NONLINEARITIES
2.11 ZUSAMMENFASSUNG 64
SUMMARY
3 STATISCHE ANALYSEN 66
STATIC ANALYSIS OF THE DEEP VIBRATION COMPACTION
3.1 ,,SANDQUELLE 66
SAND SOURCE
3.1.1 QUALITATIVER LABORVERSUCH 67
QUALITATIVE EXPERIMENT
IMAGE 5
VIII INHALTSVERZEICHNIS
3.1.2 VERFIILLMATERIALMENGE 67
AMOUNT OF BACKFILL
3.1.3 BETRACHTETES PROBLEM 68
PROBLEM SPECIFICATION
3.2 FINITE-ELEMENTE-BERECHNUNG 68
FINITE ELEMENT ANALYSIS
3.2.1 MONOTONE BELASTUNG 68
MONOTONIC LOADING
3.2.2 ZYKLISCHE, QUASISTATISCHE BELASTUNG 73
CYCLIC QUASI-STATIC LOADING
3.3 VERDICHTUNGSARBEIT 76
ENERGY CONSUMPTION
3.4 ZUSAMMENFASSUNG 79
SUMMARY
4 ANELASTISCHE WELLENAUSBREITUNG ID 80
INELASTIC WAVE PROPAGATION IN ONE-DIMENSIONAL CONTINUUM
4.1 EINDIMENSIONALE WELLENGLEICHUNG 81
ONE-DIMENSIONAL WAVE
4.1.1 HERLEITUNG DER WELLENGLEICHUNG 81
DERIVATION OF THE WAVE EQUATION
4.1.2 KOMPATIBILITATSBEDINGUNG 87
COMPATIBILITY CONDITION
4.2 ELASTISCHES STOFFGESETZ 88
ELASTIC WAVE
4.2.1 LDSUNG DER LINEAR-ELASTISCHEN WELLENGLEICHUNG 89 SOLUTION OF THE
WAVE EQUATION
4.2.2 DAS RIEMANNPROBLEM 92
RIEMANN PROBLEM
4.3 SPRUNGRELATIONEN 93
JUMP RELATION
4.4 LINEARISIERUNG DER SPRUNGRELATIONEN 94
LINEARISATION OF THE JUMP RELATION
4.5 WELLENAUSBREITUNG IN ANELSTISCHEM MATERIAL 95
INELASTIC WAVE
IMAGE 6
INHALTSVERZEICHNIS IX
4.5.1 SYSTEM 95
PROBLEM SPECIFICATION
4.5.2 WELLENAUSBREITUNG 96
WAVE PROPAGATION
4.5.3 ERSTE GROBE ABSCHATZUNG DER VERDICHTUNGSWIRKUNG 108 ESTIMATION OF
THE COMPACTION SUCCESS
4.6 NUMERIK 111
NUMERICS
4.6.1 DAS VERFAHREN VON GODUNOV 112
GODUNOV S METHOD
4 . 6 .2 B E I S P I E L: LINEAR-ELASTISCHE WELLE 116
EXAMPLE: LINEAR-ELASTIC WAVE
4 . 6 .3 D AS R I E M A N N P R O B L EM M IT H Y P O P L A S T I S C H
EM STOFFGESETZ . .. 118
THE RIEMANN PROBLEM FOR HYPOPLASTIC MATERIALS
4.6.4 CLAWPACK 122
4.6.5 RANDBEDINGUNGEN 122
BOUNDARY CONDITIONS
4.6.6 TRICKS BEIM EINBAU DES STOFFGESETZES 124
IMPLEMENTING THE HYPOPLASTIC LAW
4.6.7 HYPOPLASTISCHE WELLENAUSBREITUNG, ERGEBNISSE 125 HYPOPLASTIC WAVE
PROPAGATION
4.7 ZUSAMMENFASSUNG 128
SUMMARY
5 ANELASTISCHE WELLENAUSBREITUNG 2D 132
INELASTIC WAVE PROPAGATION IN A TWO-DIMENSIONAL CONTINUUM
5.1 DIE SYSTEMGLEICHUNGEN 132
GOVERNING EQUATIONS
5.2 BELASTUNG AM RAND 135
LOADING AT THE BOUNDARY
5.2.1 VERDICHTUNG DURCH EINE SINUSHALBWELLE . . 136
COMPACTION DUE TO A SINUSOIDAL HALF WAVE
5.2.2 VERGLEICH MIT EINDIMENSIONALER BERECHNUNG 139
COMPARISON WITH ONE-DIMENSIONAL ANALYSIS
IMAGE 7
X INHAHSVERZEICHNIS
5.3 HIGH END - DER ROTIERENDE RUTTLER 140
VIBRATOR EMBEDDED IN SOIL
5.3.1 VERBESSERUNG DES RIEMANNLOSERS 144
IMPROVEMENT OF THE RIEMANN SOLVER
6 SCHLUMOLGERUNGEN 146
CONCLUSIONS
A HYPOPLASTISCHES STOFFGESETZ 149
HYPOPLASTIC CONSTITUTIVE LAW
B KONTINUUMSMECHANIK 151
ONE-DIMENSIONAL CONTINUUM MECHANICS
B.I MATHEMATISCHE GRUNDBEGRIFFE 151
MATHEMATICAL FUNDAMENTALS
B.I.I PARTIELLE ABLEITUNG 152
PARTIAL DERIVATIVE
B.1.2 TOTALE ABLEITUNG 152
ABSOLUTE DERIVATIVE
B.2 KONTINUUMSMECHANISCHE GRUNDBEGRIFFE 153
CONTINUUM MECHANICS FUNDAMENTALS
B.2.1 KOORDINATEN 153
COORDINATES
B.2.2 ZEITABLEITUNGEN 154
TIME DERIVATIVE
B.2.3 VERSCHIEBUNG 156
DISPLACEMENT
B.3 EINDIMENSIONALE WELLENGLEICHUNG 156
ONE-DIMENSIONAL WAVE EQUATION
B.3.1 EULERKOORDINATEN 156
EULER COORDINATES, SPATIAL DESCRIPTION
B.3.2 MATERIELLE KOORDINATEN . . . 157
LAGRANGEAN COORDINATES, MATERIAL DESCRIPTION
B.3.3 -DEFORMATION, VERZERRUNG 160
DEFORMATIONS, STRAINS
IMAGE 8
INHAHSVERZEICHNIS XI
B.3.4 SPANNUNGSDARSTELLUNGEN IM REFERENZSYSTEM 163
STRESSES IN THE REFERENCE CONFIGURATION
B.4 LINEAR ELASTISCHES STOFFGESETZ 164
LINEAR-ELASTIC CONSTITUTIVE LAW
B.5 VERSCHIEDENE STEIFIGKEITEN . 166
DIFFERENT LOADING AND UNLOADING STIFFNESSES
B.6 PARTIELLES DIFFERENTIAL 166
PARTIAL DIFFERENTIAL
C VISKOSE DAMPFUNG 169
VISCOSE DAMPING ,
C.I BODENMECHANISCHES MODELL 169
GEOTECHNICAL MODEL
C.2 DAMPFUNG- 170
DAMPING
C.2.1 IMPEDANZ 170
IMPEDANCE
C.2.2 MATERIALDAMPFUNG 171
MATERIAL DAMPING
C.2.3 ABSTRAHLDAMPFUNG 175
RADIATION DAMPING
C.3 KOMBINATION DER DAMPFUNGEN 177
COMBINATION OF MATERIAL AND RADIATION DAMPING
D NICHTELASTISCHES MASSE-FEDER SYSTEM 179
INELASTIC MASS SPRING SYSTEM
D.I SYSTEM 179
PROBLEM SPECIFICATION
D.2 BEWEGUNGSGLEICHUNG 180
EQUATION OF MOTION
D.3 NUMERISCHE LOSUNG 180
NUMERICAL SOLUTION
IMAGE 9
XII INHAHSVERZEICHNIS
E LEISTUNG IN SCHWINGSYSTEMEN 182
POWER IN OSCILLATING SYSTEMS
E.I GEDAMPFTE HARMONISCH ERREGTE SCHWINGUNG 182
HARMONICALLY FORCED DAMPED OSCILLATION
E. 1.1 BEWEGUNGSGLEICHUNG 182
EQUATION OF MOTION
E.1.2 LEISTUNG 183
POWER
E.2 ANALOGIE ZUM WECHSELSTROM 185
ANALOGY TO ALTERNATING CURRENT
E.2.1 EFFEKTIVWERT DES STROMES 185
EFFECTIVE VALUE OF CURRENT
E.2.2 WIRK-, SCHEIN-UND BLINDLEISTUNG 186
EFFECTIVE, APPARENT AND REACTIVE POWER
LITERATURVERZEICHNIS 187
BIBLIOGRAPHY
INDEX 190
|
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| illustrated | Illustrated |
| indexdate | 2024-07-09T18:47:59Z |
| institution | BVB |
| isbn | 905809314X 9058093158 |
| language | English |
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| physical | XX, 194 S. Ill., graph. Darst. |
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| series | Advances in geotechnical engineering and tunneling |
| series2 | Advances in geotechnical engineering and tunneling |
| spelling | Fellin, Wolfgang Verfasser aut Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem W. Fellin Deep vibration compaction as plastodynamic problem Rotterdam [u.a.] Balkema 2000 XX, 194 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Advances in geotechnical engineering and tunneling 2 Bodenverdichtung <Bauwesen> swd Plastic analysis (Engineering) Soil stabilization Advances in geotechnical engineering and tunneling 2 (DE-604)BV013560385 2 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009260402&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Fellin, Wolfgang Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem Advances in geotechnical engineering and tunneling Bodenverdichtung <Bauwesen> swd Plastic analysis (Engineering) Soil stabilization |
| title | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem |
| title_alt | Deep vibration compaction as plastodynamic problem |
| title_auth | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem |
| title_exact_search | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem |
| title_full | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem W. Fellin |
| title_fullStr | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem W. Fellin |
| title_full_unstemmed | Rütteldruckverdichtung als plastodynamisches Problem = Deep vibration compaction as plastodynamic problem W. Fellin |
| title_short | Rütteldruckverdichtung als plastodynamisches Problem |
| title_sort | rutteldruckverdichtung als plastodynamisches problem deep vibration compaction as plastodynamic problem |
| title_sub | = Deep vibration compaction as plastodynamic problem |
| topic | Bodenverdichtung <Bauwesen> swd Plastic analysis (Engineering) Soil stabilization |
| topic_facet | Bodenverdichtung <Bauwesen> Plastic analysis (Engineering) Soil stabilization |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009260402&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV013560385 |
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