Recommendations of the Committee for Waterfront Structures and Waterways: EAU 1996
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| Format: | Buch |
| Sprache: | English German |
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Berlin
Ernst
2000
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| Ausgabe: | 7., Engl. ed., Engl. tranl. of the 9. German ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Literaturverz. S. 557 - 567. - Dt. Ausg. u.d.T.: Empfehlungen des Arbeitsausschusses "Ufereinfassungen" Häfen und Wasserstraßen |
| Beschreibung: | XXV, 599 S. graph. Darst. : 22 cm |
| ISBN: | 3433017905 |
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| 245 | 1 | 0 | |a Recommendations of the Committee for Waterfront Structures and Waterways |b EAU 1996 |c issued by the Committee for Waterfront Structures of the Society for Harbour Engineering and the German Society for Soil Mechanics and Foundation Engineering |
| 250 | |a 7., Engl. ed., Engl. tranl. of the 9. German ed. | ||
| 264 | 1 | |a Berlin |b Ernst |c 2000 | |
| 300 | |a XXV, 599 S. |b graph. Darst. : 22 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Literaturverz. S. 557 - 567. - Dt. Ausg. u.d.T.: Empfehlungen des Arbeitsausschusses "Ufereinfassungen" Häfen und Wasserstraßen | ||
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Datensatz im Suchindex
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| adam_text | CONTENTS
MEMBERS OF THE COMMITTEE FOR WATERFRONT STRUCTURES V
PREFACE TO THE 7TH REVISED ENGLISH EDITION VII
EXCERPT FROM THE PREFACE TO THE 9TH
REVISED GERMAN EDITION IX
LIST OF RECOMMENDATIONS IN
THE 7TH ENGLISH EDITION XIX
RECOMMENDATIONS L
0 STATICAL CALCULATIONS 1
0.1 GENERAL 1
0.2 SAFETY CONCEPT 2
0.3 CALCULATIONS OF WATERFRONT STRUCTURES 9
1 SUBSOIL 11
1.1 MEAN CHARACTERISTIC SOIL PROPERTIES
(R 9) 11
1.2 LAYOUT AND DEPTH OF
BORINGS AND PENETROMETER TESTS (R
1) 11
1.3 PREPARATION OF REPORTS AND EXPERT OPINIONS ON
SUBSOIL EXAMINATIONS
UNDER DIFFICULT CONDITIONS (R
150) 15
1.4 DETERMINATION OF UNDRAINED SHEAR STRENGTH C
U
(R 88) 16
1.5 SHEAR PARAMETERS OF THE DRAINED SOIL IN
THE STATE OF FAILURE OR SLIDING
(R 131) 17
1.6 INVESTIGATION OF THE DEGREE OF DENSITY OF
NON-COHESIVE BACKFILL FOR
WATERFRONT STRUCTURES (R 71) 19
1.7 DEGREE OF DENSITY
OF HYDRAULICALLY
FILLED, NON-COHESIVE SOILS (R 175)
.... 20
1.8 DEGREE OF DENSITY
OF DUMPED,
NON-COHESIVE SOILS (R 178) 22
1.9 ASSESSMENT OF THE SUBSOIL FOR THE DRIVING OF
SHEET PILES AND STEEL PILES
(R 154) 23
2 ACTIVE AND PASSIVE EARTH PRESSURES 28
2.0 GENERAL 28
2.1 ASSUMED COHESION
IN COHESIVE SOILS (R 2) 29
2.2 ASSUMED APPARENT COHESION IN SAND (R
3) 29
2.3 ASSUMED ANGLE OF WALL FRICTION AND ADHESION
(R 4 ) 29
2.4 DETERMINATION OF THE ACTIVE EARTH PRESSURE USING
THE CULMANN
METHOD
(R 171) 29
2.5 DETERMINATION OF ACTIVE EARTH PRESSURE IN
A STEEP, PAVED EMBANKMENT
OF A
PARTIALLY SLOPING BANK
CONSTRUCTION (R 198) 34
XI
2.6 DETERMINATION OF ACTIVE EARTH PRESSURE IN
SATURATED, NON- OR PARTIALLY-
CONSOLIDATED, SOFT COHESIVE SOILS (R 130) 36
2.7 EFFECT OF ARTESIAN WATER UNDER THE HARBOUR BOTTOM
OR RIVER BED,
ON ACTIVE AND PASSIVE EARTH PRESSURES (R
52) 40
2.8 ACTION OF ACTIVE EARTH PRESSURE
AND WATER PRESSURE DIFFERENCE AND
CONSTRUCTION HINTS FOR WATERFRONT STRUCTURES WITH SOIL
REPLACEMENT AND
FOULED OR DISTURBED
DREDGE PIT BOTTOM (R 110) 42
2.9 EFFECT OF PERCOLATING
GROUNDWATER ON WATER PRESSURE DIFFERENCE, ACTIVE
AND PASSIVE EARTH PRESSURES
(R 114) 46
2.10 DETERMINATION OF THE AMOUNT OF DISPLACEMENT REQUIRED FOR THE
MOBILISATION
OF PARTIAL PASSIVE EARTH
PRESSURES IN NON-COHESIVE SOILS (R
174) 52
2.11 MEASURES FOR INCREASING THE PASSIVE EARTH PRESSURE IN FRONT OF
WATERFRONT
STRUCTURES (R 164) 54
2.12 PASSIVE EARTH PRESSURE IN FRONT OF SHEET PILES IN SOFT COHESIVE
SOILS,
WITH RAPID LOADING ON THE
LAND SIDE (R 190) 56
2.13 EFFECTS OF EARTHQUAKES
ON THE DESIGN AND DIMENSIONING
OF WATERFRONT
STRUCTURES (R 124) 59
3 OVERALL STABILITY, FOUNDATION FAILURE AND SLIDING 66
3.1 RELEVANT STANDARDS 66
3.2 SAFETY AGAINST FAILURE BY HEAVE (R 115) 66
3.3 FOUNDATION FAILURE DUE TO EROSION; ITS OCCURRENCE AND
ITS PREVENTION
(R 116) 69
3.4 VERIFICATION OF OVERALL STABILITY OF
STRUCTURES ON ELEVATED PILE-FOUNDED
STRUCTURES (R 170) 71
4 WATER LEVELS, WATER PRESSURE, DRAINAGE 73
4.1 MEAN GROUNDWATER LEVEL
(R 58) 73
4.2 WATER PRESSURE DIFFERENCE IN
THE WATER-SIDE DIRECTION (R
19) 73
4.3 WATER PRESSURE DIFFERENCE ON SHEET PILING IN FRONT OF BUILT-OVER-
EMBANKMENTS IN TIDAL AREAS (R 65) 76
4.4 DESIGN OF FILTER WEEPHOLES FOR SHEET PILING STRUCTURES (R 51) 77
4.5 DESIGN OF FLAP VALVES
FOR WATERFRONT STRUCTURES IN TIDAL AREAS (R
32) 78
4.6 RELIEVING ARTESIAN PRESSURE UNDER HAR
BOUR BOTTOMS (R 53) 80
4.7 ASSESSMENT OF GROUNDWATER FLOW
(R 113) 83
4.8 TEMPORARY STABILISATION OF
WATERFRONT STRUCTURES BY
GROUNDWATER
LOWERING (R 166) 91
4.9 FLOOD PROTECTION WALLS IN SEAPORTS (R 165) 94
5 SHIP DIMENSIONS AND LOADING OF WATERFRONT STRUCTURES 102
5.1 SHIP DIMENSIONS (R 39) . : 102
5.2 ASSUMED BERTHING PRESSURE OF
VESSELS AT QUAYS (R
38) 108
XII
5.3 BERTHING VELOCITIES OF VESSELS TRANSVERSE TO BERTH
(R 40) 108
5.4 LOAD CASES (R 18) 109
5.5 VERTICAL LIVE LOADS (R 5) 110
5.6 DETERMINING THE DESIGN WAVE FOR MARITIME AND PORT STRUCTURES
(R 136)
. 113
5.7 WAVE PRESSURE ON VERTICAL WATERFRONT STRUCTURES IN COASTAL AREAS
(R 135) . 122
5.8 LOADS ARISING FROM SURGING AND RECEDING WAVES
RESULTING FROM THE
INTRODUCTION OR EXTRACTION
OF WATER
(R 185) 128
5.9 EFFECTS OF WAVES FROM MOVEMENTS OF
SHIPS (R 186) 129
5.10 WAVE PRESSURE ON PILE STRUCTURES (R
159) 132
5.11 WIND LOADS ON MOORED
SHIPS AND THEIR INFLUENCES ON THE DIMENSIONING
OF MOORING AND
FENDERING FACILITIES (R 153) 140
5.12 LAYOUT AND LOADING OF
BOLLARDS FOR SEAGOING VESSELS (R 12) 143
5.13 LAYOUT, DESIGN AND LOADING OF
BOLLARDS IN INLAND HARBOURS (R
102) 144
5.14 QUAY LOADS FROM CRANES
AND OTHER TRANSHIPMENT EQUIPMENT (R
84) 147
5.15 IMPACT AND PRESSURE OF
ICE ON WATERFRONT STRUCTURES, FENDERS AND
DOLPHINS IN COASTAL AREAS (R
177) 151
5.16 IMPACT AND PRESSURE OF
ICE ON WATERFRONT STRUCTURES, PIERS AND DOLPHINS
IN INLAND AREAS (R 205) 156
6 CONFIGURATION OF CROSS-SECTION AND EQUIPMENT OF WATERFRONT
STRUCTURES 159
6.1 STANDARD DIMENSIONS OF
CROSS-SECTION OF WATERFRONT STRUCTURES
IN
SEAPORTS (R 6) 159
6.2 TOP ELEVATION OF WATERFRONT STRUCTURES IN SEAPORTS
(R 122) 160
6.3 STANDARD CROSS-SECTIONS OF
WATERFRONT STRUCTURES IN INLAND HARBOURS
(R 74) 162
6.4 SHEET PILING WATERFRONT ON CANALS
FOR ONLAND VESSELS (R 106) 165
6.5 PARTIALLY SLOPED WATERFRONT CONSTRUCTION IN
INLAND HARBOURS WITH
EXTREME WATER LEVEL FLUCTUATIONS (R 119) 168
6.6 DESIGN OF WATERFRONT AREAS IN
INLAND PORTS ACCORDING TO
OPERATIONAL
ASPECTS (R 158) 171
6.7 NOMINAL DEPTH AND DESIGN
DEPTH OF HARBOUR BOTTOM (R 36) 172
6.8 REINFORCEMENT OF WATERFRONT STRUCTURES TO DEEPEN
HARBOUR BOTTOMS IN
SEAPORTS (R 200) 174
6.9 RE-DESIGN OF WATERFRONT
STRUCTURES IN INLAND HARBOURS (R
201) 179
6.10 EQUIPPING OF BERTHS FOR
LARGE VESSELS WITH QUICK RELEASE HOOKS (R 70)
.. 182
6.11 LAYOUT, DESIGN AND LOADING
OF ACCESS LADDERS (R 14) 184
6.12 LAYOUT AND DESIGN OF
STAIRS IN SEAPORTS (R 24) 186
6.13 EQUIPMENT OF WATERFRONT STRUCTURES IN SEAPORTS
WITH SUPPLY AND DISPOSAL
FACILITIES (R 173) 187
6.14 FENDERS FOR BERTHS FOR LARGE VESSELS
AT QUAYS (R 60) 191
6.15 FENDERS IN INLAND HARBOURS (R 47) 204
6.16 FOUNDATION OF CRANEWAYS
AT WATERFRONT STRUCTURES (R 120) 205
XIII
6.17 INSTALLATION OF CRANE RAILS ON CONCRETE (R
85) 207
6.18 CONNECTION OF EXPANSION JOINT SEAL IN
A REINFORCED CONCRETE BOTTOM
TO BEARING EXTERNAL STEEL SHEET PILING (R 191) 215
6.19 CONNECTION OF STEEL SHEET PILING
TO A CONCRETE STRUCTURE (R 196) 216
6.20 FLOATING WHARVES IN SEAPORTS (R 206) 218
7 EARTHWORK AND DREDGING 221
7.1 DREDGING IN FRONT OF QUAY WALLS IN SEAPORTS
(R 80) 221
7.2 DREDGING AND HYDRAULIC FILL TOLERANCES (R
139) 223
7.3 HYDRAULIC FILLING OF PORT AREAS FOR PLANNED WATERFRONT STRUCTURES (R
81)
.. 226
7.4 BACKFILLING OF WATERFRONT STRUCTURES (R 73) 230
7.5 DREDGING OF UNDERWATER SLOPES
(R 138) 232
7.6 SCOUR AND SCOUR PROTECTION AT WATERFRONT STRUCTURES (R 83) 236
7.7 VERTICAL DRAINS TO ACCELERATE THE CONSOLIDATION OF SOFT COHESIVE
SOILS (R 93) 243
7.8 SUBSIDENCE OF NON-COHESIVE SOILS (R 168) 247
7.9 SOIL REPLACEMENT PROCEDURE
FOR
WATERFRONT STRUCTURES (R 109) 248
7.10 CALCULATION AND DESIGN OF
RUBBLE MOUND MOLES AND BREAKWATERS (R 137)
. 254
7.11 LIGHT BACKFILLING FOR SHEET PILING STRUCTURES (R
187) 264
7.12 SOIL COMPACTION USING HEAVY DROP WEIGHTS (R 188) 264
7.13 CONSOLIDATION OF SOFT, COHESIVE SOILS BY PRELOADING (R 179) 265
7.14 INSTALLATION OF MINERAL BOTTOM SEALS UNDER WATER AND THEIR
CONNECTION
TO WATERFRONT STRUCTURES (R 204) 270
8 SHEET PILING
STRUCTURES 274
8.1 MATERIAL AND CONSTRUCTION 274
8.1.1 DESIGN AND DRIVING OF TIMBER SHEETING (R
22) 274
8.1.2 DESIGN AND DRIVING OF REINFORCED CONCRETE SHEET PILING (R 21) 277
8.1.3 STEEL SHEET PILING (R 34) 280
8.1.4 COMBINED STEEL SHEET PILING (R 7) 280
8.1.5 SHEAR-RESISTANT INTERLOCK JOINING IN STEEL SHEET PILING (R 103)
283
8.1.6 QUALITY REQUIREMENTS FOR STEELS AND
INTERLOCK DIMENSION TOLERANCES
FOR STEEL SHEET PILES (R 67) 287
8.1.7 ACCEPTANCE CONDITIONS FOR STEEL SHEET PILES AND STEEL PILES AT
THE
SITE (R 98) 292
8.1.8 CORROSION OF STEEL SHEET PILING AND
COUNTER-MEASURES (R 35) 292
8.1.9 DANGER OF SAND ABRASION ON SHEET PILING
(R 23) 298
8.1.10 DRIVING ASSISTANCE FOR STEEL SHEET PILING BY MEANS OF
LOOSENING
BLASTING (R 183) 299
8.1.11 DRIVING CORRUGATED STEEL SHEET PILES (R 118) 301
8.1.12 DRIVING OF COMBINED STEEL SHEET PILING (R
104) 306
8.1.13 OBSERVATIONS DURING THE INSTALLATION OF STEEL SHEET PILES,
TOLERANCES
(R 105) 310
XIV
8.1.14 NOISE PROTECTION, LOW-NOISE DRIVING (R 149) 312
8.1.15 DRIVING OF STEEL SHEET PILES AND STEEL PILES AT
LOW TEMPERATURES (R 90)
... 317
8.1.16 REPAIR OF INTERLOCK DAMAGE TO DRIVEN STEEL SHEET PILING (R 167)
317
8.1.17 DESIGN OF PILE DRIVING TRESTLES (R 140) 321
8.1.18 DESIGN OF WELDED JOINTS IN
STEEL SHEET PILES AND DRIVEN STEEL PILES (R
99) . 324
8.1.19 BURNING OFF
THE TOPS OF DRIVEN STEEL SECTIONS FOR LOAD-BEARING WELDED
CONNECTIONS (R 91) 328
8.1.20 WATERTIGHTNESS OF STEEL SHEET PILING (R
117) 329
8.1.21 WATERFRONT STRUCTURES IN REGIONS SUBJECT TO MINING SUBSIDENCE (R
121) ... 331
8.1.22 VIBRATION OF U- AND Z-SHAPED STEEL SHEET PILES
(R 202) 335
8.1.23 JETTING WHEN DRIVING STEEL SHEET PILES (R 203) 339
8.2 CALCULATION AND DESIGN OF
SHEET PILING 341
8.2.0 GENERAL 341
8.2.1 SHEET PILING STRUCTURES, FULLY
FIXED IN THE GROUND WITHOUT
ANCHORAGE (R 161) 342
8.2.2 CALCULATION OF SINGLE-ANCHORED
SHEET PILING STRUCTURES (R 77) 344
8.2.3 CALCULATION OF DOUBLE-ANCHORED SHEET PILING (R 134) 346
8.2.4 ASSUMED ANGLE OF WALL FRICTION
AND OF ADHESION (R 4) 348
8.2.5 ASSUMED ANGLE OF WALL FRICTION OF
PASSIVE EARTH PRESSURE FOR AN INCLINED
EMBANKMENT OF NON-COHESIVE SOIL IN
FRONT OF SHEET PILING (R 199) 348
8.2.6 BEARING STABILITY VERIFICATION OF
SHEET PILING STRUCTURES (R 20) 348
8.2.7 CONSIDERATION OF AXIAL LOADS IN SHEET PILING (R
44) 350
8.2.8 SELECTION OF THE EMBEDMENT
DEPTH OF SHEET
PILING (R 55) 351
8.2.9 DETERMINATION OF EMBEDMENT DEPTH
WITH PARTIAL OR FULL
FIXITY OF THE
POINT OF THE SHEET PILING
(R 56) 351
8.2.10 STAGGERED EMBEDMENT DEPTH OF STEEL
SHEET PILING (R 41) 353
8.2.11 VERTICAL LOAD BEARING
CAPACITY OF SHEET PILING
(R 33) 355
8.2.12 CAPACITY OF STEEL SHEET PILING TO ABSORB HORIZONTAL LONGITUDINAL
FORCES
ACTING PARALLEL TO THE SHORE (R 132) 356
8.2.13 CALCULATION OF AN ANCHOR WALL
FIXED IN THE EARTH (R 152) 359
8.2.14 STAGGERED DESIGN OF ANCHOR WALLS (R
42) 360
8.2.15 STEEL SHEET PILING DRIVEN INTO
BEDROCK OR ROCK-LIKE SOILS (R 57) 361
8.2.16 WATERFRONT SHEET PILING IN UNCONSOLIDATED, SOFT COHESIVE SOILS,
ESPECIALLY IN CONNECTION
WITH UNDISPLACEABLE STRUCTURES (R 43) 362
8.2.17 EFFECTS OF EARTHQUAKES ON
THE DESIGN AND DIMENSIONING OF
WATERFRONT
STRUCTURES (R 124) 363
8.2.18 DESIGN AND DIMENSIONING OF
SINGLE-ANCHORED SHEET PILING STRUCTURES IN
EARTHQUAKE AREAS (R 125) 363
8.3 CALCULATION AND DESIGN
OF COFFERDAMS 364
8.3.1 CELLULAR COFFERDAMS AS EXCAVATION
ENCLOSURES AND AS PERMANENT
WATERFRONT STRUCTURES (R
100) 364
8.3.2 DOUBLE-WALL COFFERDAMS AS EXCAVATION ENCLOSURES AND
AS PERMANENT
WATERFRONT STRUCTURES (R 101) 370
8.3.3 NARROW PARTITION MOLES
IN SHEET PILING CONSTRUCTION (R
162) 373
XV
8.4 ANCHORINGS, STIFFENERS 374
8.4.1 DESIGN OF STEEL WALES FOR SHEET PILING (R 29) 374
8.4.2 VERIFICATION OF BEARING CAPACITY
OF STEEL WALES (R 30) 376
8.4.3 WALES OF REINFORCED CONCRETE FOR SHEET PILING WITH DRIVEN STEEL
ANCHOR
PILES (R 59) 377
8.4.4 STEEL CAPPING BEAMS FOR WATERFRONT STRUCTURES (R 95) 383
8.4.5 REINFORCED CONCRETE CAPPING BEAMS FOR WATERFRONT
STRUCTURES (R 129)
.. . 386
8.4.6 TOP STEEL NOSING FOR REINFORCED CONCRETE WALLS AND
CAPPING BEAMS AT
WATERFRONT STRUCTURES (R
94) 392
8.4.7 AUXILIARY ANCHORING AT THE TOP OF STEEL SHEET PILING STRUCTURES
(R133)
... 394
8.4.8 THREADS OF SHEET PILING ANCHORS (R 184) 396
8.4.9 VERIFICATION OF STABILITY OF ANCHORING AT
LOWER FAILURE PLANE (RIO) 398
8.4.10 SHEET PILING ANCHORINGS IN UNCONSOLIDATED, SOFT COHESIVE SOILS (R
50)
... 403
8.4.11 DESIGN AND CALCULATION OF
PROTRUDING CORNER STRUCTURES WITH ROUND
STEEL ANCHORING (R 31) 406
8.4.12 DESIGN AND CALCULATION OF
PROTRUDING QUAY WALL CORNERS
WITH BATTER
PILE ANCHORING (R 146) 409
8.4.13 HIGH PRESTRESSING OF ANCHORS OF
HIGH-STRENGTH STEELS FOR WATERFRONT
STRUCTURES (R 151) 411
8.4.14 HINGED SUPPORT OF QUAY WALL SUPERSTRUCTURES ON STEEL SHEET PILING
(R 64) 413
8.4.15 HINGED CONNECTION OF DRIVEN STEEL ANCHOR PILES TO STEEL SHEET
PILING
STRUCTURES (R 145) 417
8.4.16 ARMOURED STEEL SHEET PILING (R 176) 426
9 ANCHOR PILES 433
9.1 GENERAL 433
9.2 ANCHORING ELEMENTS, GENERAL
EXPLANATIONS 433
9.3 SAFETY FACTORS FOR ANCHORING
(R 26) 435
9.4 LIMIT TENSION LOAD OF ANCHOR PILES (R 27) 436
9.5 DESIGN AND EMBEDMENT OF
DRIVEN STEEL PILES (R 16) 437
9.6 DESIGN AND LOADING OF
DRIVEN PILES WITH GROUTED SKIN
(VM PILES) (R 66)
. 439
9.7 DESIGN AND LOADING OF TUBULAR GROUTED PILES (R 207) 443
9.8 ANCHORING WITH PILES OF SMALL DIAMETER
(R 208) 444
9.9 CONNECTIONS OF ANCHOR PILES
TO REINFORCED CONCRETE AND STEEL STRUCTURES
.. 444
9.10 TRANSMISSION OF HORIZONTAL LOADS VIA
PILE BENTS, SLOTTED WALL PLATES,
FRAMES AND LARGE BORED PILES (R 209) 445
10 WATERFRONT STRUCTURES,
QUAYS AND SUPERSTRUCTURES OF CONCRETE AND
REINFORCED CONCRETE 448
10.1 DESIGN OF QUAYS AND SUPERSTRUCTURES, STRUCTURES ON
PILE FOUNDATIONS
(R17) 448
10.2 CONSTRUCTION OF REINFORCED CONCRETE WATERFRONT STRUCTURES (R 72)
450
XVI
10.3 FORM
WORK IN MARINE ENVIRONMENT (R
169) 453
10.4 DESIGN OF REINFORCED CONCRETE ROADWAY SLABS ON PIERS (R 76) 454
10.5 BOX CAISSONS AS WATERFRONT STRUCTURES IN SEAPORTS
(R 79) 455
10.6 PNEUMATIC CAISSONS AS WATERFRONT STRUCTURES IN SEAPORTS
(R 87) 458
10.7 DESIGN AND DIMENSIONING OF
QUAY WALLS IN BLOCKWORK CONSTRUCTION
(R 123) 461
10.8 DESIGN AND DIMENSIONING OF
QUAY WALLS IN BLOCKWORK CONSTRUCTION
IN EARTHQUAKE AREAS (R
126) 467
10.9 CONSTRUCTION AND DESIGN OF QUAY WALLS USING
THE OPEN CAISSON METHOD
(R 147) 468
10.10 CONSTRUCTION AND DESIGN OF
QUAY WALLS WITH OPEN CAISSONS IN
EARTHQUAKE
REGIONS (R 148) 471
10.11 APPLICATION AND DESIGN OF
BORED PILE WALLS (R 86) 471
10.12 APPLICATION AND DESIGN OF
DIAPHRAGM WALLS (R 144) 475
10.13 APPLICATION AND CONSTRUCTION
OF IMPERMEABLE
DIAPHRAGM WALLS AND
IMPERMEABLE THIN WALLS (R 156) 480
10.14 INVENTORY BEFORE REPAIRING CONCRETE COMPONENTS IN
HYDRAULIC
ENGINEERING (R 194) 488
10.15 REPAIR OF CONCRETE COMPONENTS IN HYDRAULIC ENGINEERING (R 195) 491
11 PILE-FOUNDED STRUCTURES 501
11.1 GENERAL 501
11.2 DETERMINING THE ACTIVE EARTH PRESSURE SHIELDING ON A WALL
BELOW A
RELIEVING PLATFORM UNDER AVERAGE
GROUND SURCHARGES (R 172) 501
11.3 ACTIVE EARTH PRESSURE ON SHEET PILING IN
FRONT OF PILE-FOUNDED STRUCTURES
(R 45) 503
11.4 CALCULATION OF PLANE PILE-FOUNDED
STRUCTURES (R 78) 510
11.5 DESIGN AND CALCULATION OF
GENERAL PILE-FOUNDED STRUCTURES (R 157) 512
11.6 WAVE PRESSURE ON PILE STRUCTURES
(R 159) 518
11.7 VERIFICATION OF OVERALL STABILITY OF STRUCTURES ON
ELEVATED PILE-FOUNDED
STRUCTURES (R 170) 518
11.8 DESIGN AND DIMENSIONING OF
PILE-FOUNDED STRUCTURES IN EARTHQUAKE AREAS
(R 127) 518
11.9 BRACING OF THE TOPS OF STEEL PIPE DRIVING PILES
(R 192) 519
12 EMBANKMENTS 521
12.1 EMBANKMENTS IN SEAPORTS AND INLAND
HARBOURS WITH TIDE (R 107) 521
12.2 EMBANKMENTS UNDER QUAY WALL SUPERSTRUCTURES BEHIND
TIGHT SHEET PILING
(R 68) 528
12.3 PARTIALLY SLOPED BANK CONSTRUCTION IN INLAND HARBOURS WITH
EXTREME
WATER LEVEL FLUCTUATIONS (R 119) 529
12.4 USE OF GEOTEXTILE FILTERS IN
EMBANKMENT AND BOTTOM PROTECTION
(R 189)
.. 529
XVII
13 DOLPHINS 534
13.1 DESIGN OF RESILIENT MULTI-PILE AND SINGLE-PILE DOLPHINS (R
69) 534
13.2 SPRING CONSTANT FOR THE CALCULATION AND DIMENSIONING
OF HEAVY
FENDERING AND HEAVY
BERTHING DOLPHINS (RILL) 537
13.3 IMPACT FORCES AND
REQUIRED ENERGY ABSORPTION CAPACITY OF
FENDERS AND
DOLPHINS IN SEAPORTS (R 128) 540
13.4 USE OF WELDABLE FINE-GRAINED STRUCTURAL STEELS FOR ELASTIC BERTHING
AND
MOORING DOLPHINS IN MARINE CONSTRUCTION
(R 112) 544
14 EXPERIENCE WITH WATERFRONT STRUCTURES 547
14.1 AVERAGE SERVICE LIFE OF WATERFRONT STRUCTURES (R 46) 547
14.2 OPERATIONAL DAMAGE TO STEEL SHEET PILING (R 155) 547
14.3 STEEL SHEET PILING WATERFRONT STRUCTURES UNDER
FIRE LOADS (R 181) 549
15 SUPERVISION OF STRUCTURES 553
15.1 OBSERVATION AND INSPECTION OF WATERFRONT STRUCTURES IN
SEAPORTS (R 193)
.. 553
ANNEX I BIBLIOGRAPHY 557
I.L ANNUAL TECHNICAL REPORTS 557
1.1 BOOKS AND PAPERS 557
1.3 TECHNICAL PROVISIONS 567
1.3.1 STANDARDS 567
1.3.2 REGULATIONS OF THE GERMAN
FEDERAL RAILWAYS (DS) 573
1.3.3 REGULATIONS OF THE GERMAN COMMITTEE FOR STEEL CONSTRUCTIONS
(DAST-RI)
. 573
1.3.4 STEEL-IRON MATERIAL TABLE
OF THE VEREIN DEUTSCHER EISENHIITTENLEUTE
(SEW) 574
ANNEX II LIST OF CONVENTIONAL SYMBOLS 575
II.
1 SYMBOLS 575
11.2 ABBREVIATIONS 580
11.3 SYMBOLS FOR WATER LEVELS 580
ANNEX III LIST OF KEY WORDS 581
XVIII
|
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| illustrated | Illustrated |
| indexdate | 2024-07-09T18:39:14Z |
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| isbn | 3433017905 |
| language | English German |
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| physical | XXV, 599 S. graph. Darst. : 22 cm |
| publishDate | 2000 |
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| publisher | Ernst |
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| spelling | Arbeitsausschuss Ufereinfassungen Verfasser (DE-588)1002509-1 aut Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 issued by the Committee for Waterfront Structures of the Society for Harbour Engineering and the German Society for Soil Mechanics and Foundation Engineering 7., Engl. ed., Engl. tranl. of the 9. German ed. Berlin Ernst 2000 XXV, 599 S. graph. Darst. : 22 cm txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. 557 - 567. - Dt. Ausg. u.d.T.: Empfehlungen des Arbeitsausschusses "Ufereinfassungen" Häfen und Wasserstraßen Ufereinfassung (DE-588)4061452-9 gnd rswk-swf Ufereinfassung (DE-588)4061452-9 s DE-604 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008931746&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 Ufereinfassung (DE-588)4061452-9 gnd |
| subject_GND | (DE-588)4061452-9 |
| title | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 |
| title_auth | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 |
| title_exact_search | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 |
| title_full | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 issued by the Committee for Waterfront Structures of the Society for Harbour Engineering and the German Society for Soil Mechanics and Foundation Engineering |
| title_fullStr | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 issued by the Committee for Waterfront Structures of the Society for Harbour Engineering and the German Society for Soil Mechanics and Foundation Engineering |
| title_full_unstemmed | Recommendations of the Committee for Waterfront Structures and Waterways EAU 1996 issued by the Committee for Waterfront Structures of the Society for Harbour Engineering and the German Society for Soil Mechanics and Foundation Engineering |
| title_short | Recommendations of the Committee for Waterfront Structures and Waterways |
| title_sort | recommendations of the committee for waterfront structures and waterways eau 1996 |
| title_sub | EAU 1996 |
| topic | Ufereinfassung (DE-588)4061452-9 gnd |
| topic_facet | Ufereinfassung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008931746&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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