Earth pressure:
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin
Ernst & Sohn
[2020]
|
| Schlagworte: | |
| Online-Zugang: | http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03223-7/ Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | xiii, 394 Seiten Illustrationen, Diagramme 25 cm |
| ISBN: | 9783433032237 3433032238 |
Internformat
MARC
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| 020 | |a 3433032238 |9 3-433-03223-8 | ||
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| 100 | 1 | |a Hettler, Achim |d 1953- |e Verfasser |0 (DE-588)109970225 |4 aut | |
| 245 | 1 | 0 | |a Earth pressure |c Achim Hettler, Karl-Eugen Kurrer |
| 264 | 1 | |a Berlin |b Ernst & Sohn |c [2020] | |
| 264 | 4 | |c © 2020 | |
| 300 | |a xiii, 394 Seiten |b Illustrationen, Diagramme |c 25 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
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| 653 | |a Bauingenieur- u. Bauwesen | ||
| 653 | |a Civil Engineering & Construction, | ||
| 653 | |a Erd- u. Grundbau | ||
| 653 | |a Erdbau | ||
| 653 | |a Grundbau | ||
| 653 | |a Grundbau / Geotechnik | ||
| 653 | |a Soil (Civil Engineering) | ||
| 653 | |a Soil Constructions & Geotechnics | ||
| 653 | |a CE20: Erd- u. Grundbau | ||
| 653 | |a CE21: Grundbau / Geotechnik | ||
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| 689 | 0 | |5 DNB | |
| 700 | 1 | |a Kurrer, Karl-Eugen |d 1952- |e Verfasser |0 (DE-588)140286438 |4 aut | |
| 710 | 2 | |a Wilhelm Ernst & Sohn |0 (DE-588)2026876-2 |4 pbl | |
| 776 | 0 | 8 | |i Erscheint auch als |n Online-Ausgabe, ePDF |z 978-3-433-60898-2 |
| 776 | 0 | 8 | |i Erscheint auch als |n Online-Ausgabe, ePub |z 978-3-433-60896-8 |
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Datensatz im Suchindex
| _version_ | 1804181884899426304 |
|---|---|
| adam_text | CONTENTS
1
INTRODUCTION
1
REFERENCES
2
2
THE
HISTORY
OF
EARTH
PRESSURE
THEORY
3
2.1
RETAINING
WALLS
FOR
FORTIFICATIONS
5
2.2
EARTH
PRESSURE
THEORY
AS
AN
OBJECT
OF
MILITARY
ENGINEERING
9
2.2.1
IN
THE
BEGINNING
THERE
WAS
THE
INCLINED
PLANE
10
2.2.2
FROM
INCLINED
PLANE
TO
WEDGE
THEORY
20
2.2.3
CHARLES AUGUSTIN
COULOMB
23
2.2.4
A
MAGAZINE
FOR
ENGINEERING
OFFICERS
34
2.3
MODIFICATIONS
TO
COULOMB
EARTH
PRESSURE
THEORY
36
2.3.1
THE
TRIGONOMETRISATION
OF
EARTH
PRESSURE
THEORY
36
2.3.2
THE
GEOMETRIC
WAY
44
2.4
THE
CONTRIBUTION
OF
CONTINUUM
MECHANICS
54
2.4.1
THE
HYDROSTATIC
EARTH
PRESSURE
MODEL
56
2.4.2
THE
NEW
EARTH
PRESSURE
THEORY
58
2.5
EARTH
PRESSURE
THEORY
FROM
1875
TO
1900
67
2.5.1
COULOMB
OR
RANKINE?
68
2.5.2
EARTH PRESSURE
THEORY
IN
THE
FORM
OF
MASONRY
ARCH
THEORY
69
2.5.3
EARTH
PRESSURE
THEORY
A
LA
FRANCHISE
71
2.5.4
KOTTER S
MATHEMATICAL
EARTH
PRESSURE
THEORY
75
2.6
EXPERIMENTAL
EARTH
PRESSURE
RESEARCH
78
2.6.1
THE
PRECURSORS
OF
EXPERIMENTAL
EARTH
PRESSURE
RESEARCH
78
2.6.2
EARTH
PRESSURE
TESTS AT
THE
TESTING
INSTITUTE
FOR
THE
STATICS
OF
STRUCTURES
AT
BERLIN
TECHNICAL
UNIVERSITY
81
2.6.3
THE
MERRY-GO-ROUND
OF
DISCUSSIONS
OF
ERRORS
85
2.6.4
THE
EMERGENCE
OF
SOIL
MECHANICS
87
2.7
EARTH
PRESSURE
THEORY
IN
THE
DISCIPLINE-FORMATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
93
2.7.1
TERZAGHI
96
2.7.2
RENDULIC
99
2.7.3
OHDE
100
2.7.4
ERRORS
AND
CONFUSION
101
2.7.5
A
HASTY
REACTION
IN
PRINT
103
CONTENTS
2.7.6
FOUNDATIONS
+
SOIL
MECHANICS
*
GEOTECHNICAL
ENGINEERING
103
2.8
EARTH
PRESSURE
THEORY
IN
THE
CONSOLIDATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
109
2.8.1
NEW
SUBDISCIPLINES
IN
GEOTECHNICAL
ENGINEERING
110
2.8.2
DETERMINING
EARTH
PRESSURE
IN
PRACTICAL
THEORY
OF
STRUCTURES
111
2.9
EARTH
PRESSURE
THEORY
IN
THE
INTEGRATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
116
2.9.1
COMPUTER-ASSISTED
EARTH
PRESSURE
CALCULATIONS
118
2.9.2
GEOTECHNICAL
CONTINUUM
MODELS
119
2.9.3
THE
ART
OF
ESTIMATING
124
2.9.4
THE
HISTORY
OF
GEOTECHNICAL
ENGINEERING
AS
AN
OBJECT
OF
CONSTRUCTION
HISTORY
125
REFERENCES
128
3
METHODS
FOR
THE
DETERMINATION
OF
EARTH
PRESSURE
145
3.1
OVERVIEW
AND
BOUND
METHODS
145
3.1.1
OVERVIEW
OF
THE METHODS
145
3.1.2
UPPER
AND
LOWER
BOUNDS
146
3.2
KINEMATIC
MECHANISM
METHODS
FOR
ACTIVE
EARTH
PRESSURE
147
3.3
KINEMATIC
MECHANISM
METHODS
FOR
PASSIVE
EARTH
PRESSURE
150
3.4
STATIC
STRESS
FIELD
METHODS
154
3.4.1
FUNDAMENTALS
154
3.4.2
RANKINES
SOLUTION
155
3.4.3
THEORY
OF
BOUSSINESQ/RESAL/CAQUOT
156
3.4.4
SOLUTION
BY
PREGL/SOKOLOWSKI
157
3.4.5
ANALYSIS
OF
GOLDSCHEIDER
157
3.4.6
APPROACH
OF
PATKI/MANDAL/DEWAIKAR
158
3.5
TESTS
AND MEASUREMENTS
159
3.5.1
FUNDAMENTALS
AND
SCALING
LAWS
159
3.5.2
EVALUATION
OF
TEST
RESULTS
AND
APPLICATION
OF
SCALING
LAWS
163
3.5.3
EXAMPLE:
ACTIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
FROM
SOIL
SELF-WEIGHT
164
3.5.4
EXAMPLE:
PASSIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
FROM
SOIL
SELF-WEIGHT
165
3.5.5
EXAMPLE:
SPATIAL
EARTH
RESISTANCE
IN
FRONT
OF
SOLDIER
PILES
169
3.5.6
EXAMPLE:
SPATIAL
EARTH
RESISTANCE
IN
FRONT
OF
SQUARE
ANCHOR
SLABS
169
3.5.7
FURTHER
EXAMPLES
170
3.6
FINITE
ELEMENT
METHOD
172
3.6.1
GENERAL
172
3.6.2
EXAMPLES
174
REFERENCES
189
4
ACTIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
195
4.1
FUNDAMENTAL
CONSIDERATIONS
195
4.2
SOIL
SELF-WEIGHT,
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
AND
COHESION
197
4.2.1
VERTICAL
WALL,
LEVEL
GROUND,
HORIZONTAL
EARTH
PRESSURE
198
CONTENTS
XI
4.2.2
4.2.3
4.3
4.3.1
4.3.2
VERTICAL
WALL,
LEVEL
GROUND,
INCLINED
EARTH
PRESSURE
198
GENERAL
CASE
199
COHESION,
CALCULATED
TENSION
AND
MINIMUM
EARTH
PRESSURE
199
DETERMINATION
OF
THE
CLASSIC
EARTH
PRESSURE
200
MINIMUM
EARTH
PRESSURE
IN
COMPARISON
WITH
THE
RESULTANT
OF
EARTH
PRESSURE
201
4.3.3
MINIMUM
EARTH
PRESSURE
IN
COMPARISON
WITH
THE
EARTH
PRESSURE
ORDINATE
201
4.3.4
4.4
4.4.1
4.4.2
4.4.3
4.5
4.6
4.7
4.8
4.9
MINIMUM
EARTH
PRESSURE
AND
SURCHARGES
202
VERTICAL LINE
LOADS
AND STRIP
LOADS
203
INTRODUCTION
203
STANDARD
SLIP
SURFACE
FROM
SOIL
SELF-WEIGHT
204
ANALYSIS
OF
ANY
SLIP
SURFACE
ANGLE
206
HORIZONTAL
LINE
AND
STRIP
LOADS
208
LAYERED
SOIL
209
DISCONTINUOUS GROUND
LEVEL
210
DISCONTINUOUS
WALL
SURFACES
212
DISTRIBUTION
OF
ACTIVE
EARTH
PRESSURE
212
REFERENCES
213
5
5.1
5.1.1
5.1.2
5.2
AT-REST
EARTH
PRESSURE
21S
SOIL
SELF-WEIGHT
AND
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
215
HORIZONTAL
GROUND
215
INCLINED
GROUND
217
CONCENTRATED
LOADS,
LINE
LOADS
AND
STRIP
LOADS
219
REFERENCES
223
6
6.1
6.2
PASSIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
225
FUNDAMENTAL
CONSIDERATIONS
225
SOIL
SELF-WEIGHT,
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
AND
COHESION
WITH
PARALLEL
MOVEMENT
227
6.2.1
6.2.2
6.2.3
6.3
6.4
STRAIGHT
SLIP
SURFACES
227
PREGL/SOKOLOWSKI
229
COMPARISON
230
ROTATION
ABOUT
THE
TOP
OR
THE
TOE
231
DISTRIBUTION
OF
PASSIVE
EARTH
PRESSURE
232
REFERENCES
233
7
7.1
7.2
7.3
SPATIAL
ACTIVE
EARTH
PRESSURE
235
FUNDAMENTAL
CONSIDERATIONS
235
CYLINDRICAL
SURFACES
237
RETAINING
WALL
ACROSS
THE
SLOPE
239
REFERENCES
242
8
8.1
SPATIAL
PASSIVE
EARTH
PRESSURE
245
OVERVIEW
245
XII
CONTENTS
8.2
PASSIVE
EARTH
PRESSURE
IN
FRONT
OF
SOLDIER
PILES
ACCORDING
TO
WEIFIENBACH
245
8.3
PROCEDURE
ACCORDING
TO
DIN
4085
FOR
LIMITED
WALL
SECTIONS
248
REFERENCES
249
9
INFLUENCE
OF
GROUNDWATER
ON
EARTH
PRESSURE
251
9.1
GROUNDWATER
AT REST
251
9.2
FLOWING
GROUNDWATER
251
9.3
WATER
PRESSURE
IN
TENSION
CRACK
253
REFERENCES
254
10
COMPACTION
EFFECTS
ON
EARTH
PRESSURE
255
REFERENCES
257
11
L-
AND
T-CANTILEVER
RETAINING
WALLS
259
REFERENCES
261
12
SILO
PRESSURE
263
REFERENCES
264
13
DYNAMIC
LOADING
265
REFERENCES
266
14
PARTICULAR
CASES
267
14.1
REPEATED
QUASI-STATIC
LOADING
267
14.2
PIPELINES
269
14.3
LATERAL
PRESSURE
ON
PILES
269
14.4
CREEP
PRESSURE
270
14.5
SWELLING
PRESSURE
270
14.6
HEAVILY
FISSURED
ROCK
270
14.7
ACTIVE
EARTH
PRESSURE
WITHIN
DAMS
272
REFERENCES
272
15
MOBILISATION
OF
EARTH
PRESSURE
275
15.1
OVERVIEW
275
15.2
LIMIT
VALUES
OF
DISPLACEMENT
ON
REACHING
THE
ACTIVE
EARTH
PRESSURE
275
15.3
LIMIT
VALUES
OF
DISPLACEMENT
ON
REACHING
THE
PASSIVE
EARTH
PRESSURE
276
15.4
MOBILISATION
FUNCTIONS
276
15.4.1
MOBILISED
ACTIVE
EARTH
PRESSURE
276
15.4.2
MOBILISED
PASSIVE
EARTH
PRESSURE
279
15.4.3
SPATIAL
MOBILISED
PASSIVE
EARTH
PRESSURE
282
REFERENCES
283
CONTENTS
XIII
16
16.1
16.2
16.3
16.4
APPLICATION
RULES
285
EARTH
PRESSURE
INCLINATION
AND
ANGLE
OF
WALL
FRICTION
285
MAGNITUDE
OF
EARTH
PRESSURE
DEPENDING
ON
THE
WALL
DISPLACEMENT
287
EARTH
PRESSURE
REDISTRIBUTION
289
EARTH
PRESSURE
AS
A
FAVOURABLE
ACTION
291
REFERENCES
292
17
17.1
17.2
17.3
17.4
17.5
17.6
COMMENTARY
ON
DIN
4085:2017-08
293
OVERVIEW
293
ACTIVE
EARTH
PRESSURE
293
PASSIVE
EARTH
PRESSURE
295
EARTH
PRESSURE
DUE
TO
COMPACTION
295
SPATIAL
EARTH
PRESSURE
296
ADVICES
ON
SUPPLEMENT
DIN
4085:2018-12
296
REFERENCES
297
18
FORTY
SELECTED
BRIEF
BIOGRAPHIES
299
REFERENCES
355
APPENDIX
A
TERMS,
SYMBOLS,
INDICES
383
AL:
TERMS
383
A2:
A3:
SYMBOLS
384
INDICES
385
APPENDIX
B
EARTH
PRESSURE
TABLES
387
REFERENCES
387
|
| adam_txt |
CONTENTS
1
INTRODUCTION
1
REFERENCES
2
2
THE
HISTORY
OF
EARTH
PRESSURE
THEORY
3
2.1
RETAINING
WALLS
FOR
FORTIFICATIONS
5
2.2
EARTH
PRESSURE
THEORY
AS
AN
OBJECT
OF
MILITARY
ENGINEERING
9
2.2.1
IN
THE
BEGINNING
THERE
WAS
THE
INCLINED
PLANE
10
2.2.2
FROM
INCLINED
PLANE
TO
WEDGE
THEORY
20
2.2.3
CHARLES AUGUSTIN
COULOMB
23
2.2.4
A
MAGAZINE
FOR
ENGINEERING
OFFICERS
34
2.3
MODIFICATIONS
TO
COULOMB
EARTH
PRESSURE
THEORY
36
2.3.1
THE
TRIGONOMETRISATION
OF
EARTH
PRESSURE
THEORY
36
2.3.2
THE
GEOMETRIC
WAY
44
2.4
THE
CONTRIBUTION
OF
CONTINUUM
MECHANICS
54
2.4.1
THE
HYDROSTATIC
EARTH
PRESSURE
MODEL
56
2.4.2
THE
NEW
EARTH
PRESSURE
THEORY
58
2.5
EARTH
PRESSURE
THEORY
FROM
1875
TO
1900
67
2.5.1
COULOMB
OR
RANKINE?
68
2.5.2
EARTH PRESSURE
THEORY
IN
THE
FORM
OF
MASONRY
ARCH
THEORY
69
2.5.3
EARTH
PRESSURE
THEORY
A
LA
FRANCHISE
71
2.5.4
KOTTER'S
MATHEMATICAL
EARTH
PRESSURE
THEORY
75
2.6
EXPERIMENTAL
EARTH
PRESSURE
RESEARCH
78
2.6.1
THE
PRECURSORS
OF
EXPERIMENTAL
EARTH
PRESSURE
RESEARCH
78
2.6.2
EARTH
PRESSURE
TESTS AT
THE
TESTING
INSTITUTE
FOR
THE
STATICS
OF
STRUCTURES
AT
BERLIN
TECHNICAL
UNIVERSITY
81
2.6.3
THE
MERRY-GO-ROUND
OF
DISCUSSIONS
OF
ERRORS
85
2.6.4
THE
EMERGENCE
OF
SOIL
MECHANICS
87
2.7
EARTH
PRESSURE
THEORY
IN
THE
DISCIPLINE-FORMATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
93
2.7.1
TERZAGHI
96
2.7.2
RENDULIC
99
2.7.3
OHDE
100
2.7.4
ERRORS
AND
CONFUSION
101
2.7.5
A
HASTY
REACTION
IN
PRINT
103
CONTENTS
2.7.6
FOUNDATIONS
+
SOIL
MECHANICS
*
GEOTECHNICAL
ENGINEERING
103
2.8
EARTH
PRESSURE
THEORY
IN
THE
CONSOLIDATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
109
2.8.1
NEW
SUBDISCIPLINES
IN
GEOTECHNICAL
ENGINEERING
110
2.8.2
DETERMINING
EARTH
PRESSURE
IN
PRACTICAL
THEORY
OF
STRUCTURES
111
2.9
EARTH
PRESSURE
THEORY
IN
THE
INTEGRATION
PERIOD
OF
GEOTECHNICAL
ENGINEERING
116
2.9.1
COMPUTER-ASSISTED
EARTH
PRESSURE
CALCULATIONS
118
2.9.2
GEOTECHNICAL
CONTINUUM
MODELS
119
2.9.3
THE
ART
OF
ESTIMATING
124
2.9.4
THE
HISTORY
OF
GEOTECHNICAL
ENGINEERING
AS
AN
OBJECT
OF
CONSTRUCTION
HISTORY
125
REFERENCES
128
3
METHODS
FOR
THE
DETERMINATION
OF
EARTH
PRESSURE
145
3.1
OVERVIEW
AND
BOUND
METHODS
145
3.1.1
OVERVIEW
OF
THE METHODS
145
3.1.2
UPPER
AND
LOWER
BOUNDS
146
3.2
KINEMATIC
MECHANISM
METHODS
FOR
ACTIVE
EARTH
PRESSURE
147
3.3
KINEMATIC
MECHANISM
METHODS
FOR
PASSIVE
EARTH
PRESSURE
150
3.4
STATIC
STRESS
FIELD
METHODS
154
3.4.1
FUNDAMENTALS
154
3.4.2
RANKINES
SOLUTION
155
3.4.3
THEORY
OF
BOUSSINESQ/RESAL/CAQUOT
156
3.4.4
SOLUTION
BY
PREGL/SOKOLOWSKI
157
3.4.5
ANALYSIS
OF
GOLDSCHEIDER
157
3.4.6
APPROACH
OF
PATKI/MANDAL/DEWAIKAR
158
3.5
TESTS
AND MEASUREMENTS
159
3.5.1
FUNDAMENTALS
AND
SCALING
LAWS
159
3.5.2
EVALUATION
OF
TEST
RESULTS
AND
APPLICATION
OF
SCALING
LAWS
163
3.5.3
EXAMPLE:
ACTIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
FROM
SOIL
SELF-WEIGHT
164
3.5.4
EXAMPLE:
PASSIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
FROM
SOIL
SELF-WEIGHT
165
3.5.5
EXAMPLE:
SPATIAL
EARTH
RESISTANCE
IN
FRONT
OF
SOLDIER
PILES
169
3.5.6
EXAMPLE:
SPATIAL
EARTH
RESISTANCE
IN
FRONT
OF
SQUARE
ANCHOR
SLABS
169
3.5.7
FURTHER
EXAMPLES
170
3.6
FINITE
ELEMENT
METHOD
172
3.6.1
GENERAL
172
3.6.2
EXAMPLES
174
REFERENCES
189
4
ACTIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
195
4.1
FUNDAMENTAL
CONSIDERATIONS
195
4.2
SOIL
SELF-WEIGHT,
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
AND
COHESION
197
4.2.1
VERTICAL
WALL,
LEVEL
GROUND,
HORIZONTAL
EARTH
PRESSURE
198
CONTENTS
XI
4.2.2
4.2.3
4.3
4.3.1
4.3.2
VERTICAL
WALL,
LEVEL
GROUND,
INCLINED
EARTH
PRESSURE
198
GENERAL
CASE
199
COHESION,
CALCULATED
TENSION
AND
MINIMUM
EARTH
PRESSURE
199
DETERMINATION
OF
THE
CLASSIC
EARTH
PRESSURE
200
MINIMUM
EARTH
PRESSURE
IN
COMPARISON
WITH
THE
RESULTANT
OF
EARTH
PRESSURE
201
4.3.3
MINIMUM
EARTH
PRESSURE
IN
COMPARISON
WITH
THE
EARTH
PRESSURE
ORDINATE
201
4.3.4
4.4
4.4.1
4.4.2
4.4.3
4.5
4.6
4.7
4.8
4.9
MINIMUM
EARTH
PRESSURE
AND
SURCHARGES
202
VERTICAL LINE
LOADS
AND STRIP
LOADS
203
INTRODUCTION
203
STANDARD
SLIP
SURFACE
FROM
SOIL
SELF-WEIGHT
204
ANALYSIS
OF
ANY
SLIP
SURFACE
ANGLE
206
HORIZONTAL
LINE
AND
STRIP
LOADS
208
LAYERED
SOIL
209
DISCONTINUOUS GROUND
LEVEL
210
DISCONTINUOUS
WALL
SURFACES
212
DISTRIBUTION
OF
ACTIVE
EARTH
PRESSURE
212
REFERENCES
213
5
5.1
5.1.1
5.1.2
5.2
AT-REST
EARTH
PRESSURE
21S
SOIL
SELF-WEIGHT
AND
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
215
HORIZONTAL
GROUND
215
INCLINED
GROUND
217
CONCENTRATED
LOADS,
LINE
LOADS
AND
STRIP
LOADS
219
REFERENCES
223
6
6.1
6.2
PASSIVE
EARTH
PRESSURE
UNDER
PLANE
STRAIN
CONDITIONS
225
FUNDAMENTAL
CONSIDERATIONS
225
SOIL
SELF-WEIGHT,
INFINITE
UNIFORMLY
DISTRIBUTED
SURCHARGES
AND
COHESION
WITH
PARALLEL
MOVEMENT
227
6.2.1
6.2.2
6.2.3
6.3
6.4
STRAIGHT
SLIP
SURFACES
227
PREGL/SOKOLOWSKI
229
COMPARISON
230
ROTATION
ABOUT
THE
TOP
OR
THE
TOE
231
DISTRIBUTION
OF
PASSIVE
EARTH
PRESSURE
232
REFERENCES
233
7
7.1
7.2
7.3
SPATIAL
ACTIVE
EARTH
PRESSURE
235
FUNDAMENTAL
CONSIDERATIONS
235
CYLINDRICAL
SURFACES
237
RETAINING
WALL
ACROSS
THE
SLOPE
239
REFERENCES
242
8
8.1
SPATIAL
PASSIVE
EARTH
PRESSURE
245
OVERVIEW
245
XII
CONTENTS
8.2
PASSIVE
EARTH
PRESSURE
IN
FRONT
OF
SOLDIER
PILES
ACCORDING
TO
WEIFIENBACH
245
8.3
PROCEDURE
ACCORDING
TO
DIN
4085
FOR
LIMITED
WALL
SECTIONS
248
REFERENCES
249
9
INFLUENCE
OF
GROUNDWATER
ON
EARTH
PRESSURE
251
9.1
GROUNDWATER
AT REST
251
9.2
FLOWING
GROUNDWATER
251
9.3
WATER
PRESSURE
IN
TENSION
CRACK
253
REFERENCES
254
10
COMPACTION
EFFECTS
ON
EARTH
PRESSURE
255
REFERENCES
257
11
L-
AND
T-CANTILEVER
RETAINING
WALLS
259
REFERENCES
261
12
SILO
PRESSURE
263
REFERENCES
264
13
DYNAMIC
LOADING
265
REFERENCES
266
14
PARTICULAR
CASES
267
14.1
REPEATED
QUASI-STATIC
LOADING
267
14.2
PIPELINES
269
14.3
LATERAL
PRESSURE
ON
PILES
269
14.4
CREEP
PRESSURE
270
14.5
SWELLING
PRESSURE
270
14.6
HEAVILY
FISSURED
ROCK
270
14.7
ACTIVE
EARTH
PRESSURE
WITHIN
DAMS
272
REFERENCES
272
15
MOBILISATION
OF
EARTH
PRESSURE
275
15.1
OVERVIEW
275
15.2
LIMIT
VALUES
OF
DISPLACEMENT
ON
REACHING
THE
ACTIVE
EARTH
PRESSURE
275
15.3
LIMIT
VALUES
OF
DISPLACEMENT
ON
REACHING
THE
PASSIVE
EARTH
PRESSURE
276
15.4
MOBILISATION
FUNCTIONS
276
15.4.1
MOBILISED
ACTIVE
EARTH
PRESSURE
276
15.4.2
MOBILISED
PASSIVE
EARTH
PRESSURE
279
15.4.3
SPATIAL
MOBILISED
PASSIVE
EARTH
PRESSURE
282
REFERENCES
283
CONTENTS
XIII
16
16.1
16.2
16.3
16.4
APPLICATION
RULES
285
EARTH
PRESSURE
INCLINATION
AND
ANGLE
OF
WALL
FRICTION
285
MAGNITUDE
OF
EARTH
PRESSURE
DEPENDING
ON
THE
WALL
DISPLACEMENT
287
EARTH
PRESSURE
REDISTRIBUTION
289
EARTH
PRESSURE
AS
A
FAVOURABLE
ACTION
291
REFERENCES
292
17
17.1
17.2
17.3
17.4
17.5
17.6
COMMENTARY
ON
DIN
4085:2017-08
293
OVERVIEW
293
ACTIVE
EARTH
PRESSURE
293
PASSIVE
EARTH
PRESSURE
295
EARTH
PRESSURE
DUE
TO
COMPACTION
295
SPATIAL
EARTH
PRESSURE
296
ADVICES
ON
SUPPLEMENT
DIN
4085:2018-12
296
REFERENCES
297
18
FORTY
SELECTED
BRIEF
BIOGRAPHIES
299
REFERENCES
355
APPENDIX
A
TERMS,
SYMBOLS,
INDICES
383
AL:
TERMS
383
A2:
A3:
SYMBOLS
384
INDICES
385
APPENDIX
B
EARTH
PRESSURE
TABLES
387
REFERENCES
387 |
| any_adam_object | 1 |
| any_adam_object_boolean | 1 |
| author | Hettler, Achim 1953- Kurrer, Karl-Eugen 1952- |
| author_GND | (DE-588)109970225 (DE-588)140286438 |
| author_facet | Hettler, Achim 1953- Kurrer, Karl-Eugen 1952- |
| author_role | aut aut |
| author_sort | Hettler, Achim 1953- |
| author_variant | a h ah k e k kek |
| building | Verbundindex |
| bvnumber | BV046964081 |
| ctrlnum | (OCoLC)1136617860 (DE-599)DNB1173816542 |
| dewey-full | 624.15 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.15 |
| dewey-search | 624.15 |
| dewey-sort | 3624.15 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| discipline_str_mv | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV046964081 |
| illustrated | Illustrated |
| index_date | 2024-07-03T15:44:53Z |
| indexdate | 2024-07-10T08:58:45Z |
| institution | BVB |
| institution_GND | (DE-588)2026876-2 |
| isbn | 9783433032237 3433032238 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-032372383 |
| oclc_num | 1136617860 |
| open_access_boolean | |
| owner | DE-210 |
| owner_facet | DE-210 |
| physical | xiii, 394 Seiten Illustrationen, Diagramme 25 cm |
| psigel | DHB_DM BSB_NED_20210108 |
| publishDate | 2020 |
| publishDateSearch | 2020 |
| publishDateSort | 2020 |
| publisher | Ernst & Sohn |
| record_format | marc |
| spelling | Hettler, Achim 1953- Verfasser (DE-588)109970225 aut Earth pressure Achim Hettler, Karl-Eugen Kurrer Berlin Ernst & Sohn [2020] © 2020 xiii, 394 Seiten Illustrationen, Diagramme 25 cm txt rdacontent n rdamedia nc rdacarrier DIN EN 4085 (DE-588)4616400-5 gnd rswk-swf Erddruck (DE-588)4152654-5 gnd rswk-swf Berechnung (DE-588)4120997-7 gnd rswk-swf Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Bauingenieur- u. Bauwesen Civil Engineering & Construction, Erd- u. Grundbau Erdbau Grundbau Grundbau / Geotechnik Soil (Civil Engineering) Soil Constructions & Geotechnics CE20: Erd- u. Grundbau CE21: Grundbau / Geotechnik Erddruck (DE-588)4152654-5 s Berechnung (DE-588)4120997-7 s Bodenmechanik (DE-588)4007385-3 s DIN EN 4085 (DE-588)4616400-5 u DNB Kurrer, Karl-Eugen 1952- Verfasser (DE-588)140286438 aut Wilhelm Ernst & Sohn (DE-588)2026876-2 pbl Erscheint auch als Online-Ausgabe, ePDF 978-3-433-60898-2 Erscheint auch als Online-Ausgabe, ePub 978-3-433-60896-8 Erscheint auch als Online-Ausgabe, oBook 978-3-433-60895-1 X:MVB http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03223-7/ B:DE-101 application/pdf https://d-nb.info/1173816542/04 Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=032372383&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Hettler, Achim 1953- Kurrer, Karl-Eugen 1952- Earth pressure DIN EN 4085 (DE-588)4616400-5 gnd Erddruck (DE-588)4152654-5 gnd Berechnung (DE-588)4120997-7 gnd Bodenmechanik (DE-588)4007385-3 gnd |
| subject_GND | (DE-588)4616400-5 (DE-588)4152654-5 (DE-588)4120997-7 (DE-588)4007385-3 |
| title | Earth pressure |
| title_auth | Earth pressure |
| title_exact_search | Earth pressure |
| title_exact_search_txtP | Earth pressure |
| title_full | Earth pressure Achim Hettler, Karl-Eugen Kurrer |
| title_fullStr | Earth pressure Achim Hettler, Karl-Eugen Kurrer |
| title_full_unstemmed | Earth pressure Achim Hettler, Karl-Eugen Kurrer |
| title_short | Earth pressure |
| title_sort | earth pressure |
| topic | DIN EN 4085 (DE-588)4616400-5 gnd Erddruck (DE-588)4152654-5 gnd Berechnung (DE-588)4120997-7 gnd Bodenmechanik (DE-588)4007385-3 gnd |
| topic_facet | DIN EN 4085 Erddruck Berechnung Bodenmechanik |
| url | http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03223-7/ https://d-nb.info/1173816542/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=032372383&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT hettlerachim earthpressure AT kurrerkarleugen earthpressure AT wilhelmernstsohn earthpressure |
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