Surveying: with construction applications
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Englewood Cliffs, NJ
Prentice-Hall
1992
|
| Ausgabe: | 2. ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XVI, 464 S. Ill., graph. Darst. |
| ISBN: | 0138789509 |
Internformat
MARC
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| 100 | 1 | |a Kavanagh, Barry F. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Surveying |b with construction applications |c Barry F. Kavanagh |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a Englewood Cliffs, NJ |b Prentice-Hall |c 1992 | |
| 300 | |a XVI, 464 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
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| 650 | 4 | |a Surveying | |
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Datensatz im Suchindex
| _version_ | 1804120080330522624 |
|---|---|
| adam_text | CONTENTS PREFACE PART 1 SURVEYING PRINCIPLES CHAPTER 1 SURVEYING
FUNDAMENTALS 1-1 SURVEYING DEFINED 1 1-2 SURVEYING: GENERAL 2 1-3
CONTROL SURVEYS 2 1-4 PRELIMINARY SURVEYS 2 1-5 CONSTRUCTION SURVEYS 3
1-6 DISTANCE MEASUREMENT 3 1-7 ANGLE MEASUREMENT 5 1-8 UNITS OF
MEASUREMENT 6 1-9 STATIONING 6 1-10 TYPES OF CONSTRUCTION PROJECTS 1-11
ERRORS*RANDOM AND SYSTEMATIC 1-12 ACCURACY AND PRECISION 9 1-13 MISTAKES
9 1-14 FIELD NOTES 10 1-15 EVOLUTION OF SURVEYING 11 XIII
ACKNOWLEDGMENTS XV CHAPTER 2 TAPING 2-1 METHODS OF LINEAR MEASUREMENT 16
2-2 GUNTER S CHAIN 17 2-3 WOVEN TAPES 18 2-4 STEEL TAPES 19 2-5 TAPING
ACCESSORIES AND THEIR USE 21 2-6 TAPING TECHNIQUES 24 2-7 STANDARD
CONDITIONS FOR THE USE OF STEEL TAPES 27 2-8 SYSTEMATIC TAPING ERRORS
AND CORRECTIONS 27 2-9 RANDOM TAPING ERRORS 35 2-10 TECHNIQUES FOR
ORDINARY TAPING PRECISION 36 2-11 MISTAKES IN TAPING 37 2-12 FIELD
NOTES FOR TAPING 38 PROBLEMS 40 16 CHAPTER 3 LEVELING 3-1 DEFINITIONS 42
3-2 THEORY OF DIFFERENTIAL LEVELING 42 3-3 CURVATURE AND REFRACTION 44
3-4 TYPES OF LEVELS*DUMPY, TILTING, AND AUTOMATIC 46 3-5 LEVELING RODS
52 3-6 DEFINITIONS FOR LEVELING 54 3-7 TECHNIQUES OF LEVELING 55 3-8
BENCH-MARK LEVELING (VERTICAL CONTROL SURVEYS) 59 3-9 PROFILE AND
CROSS-SECTION LEVELING 60 3-10 RECIPROCAL LEVELING 65 3-11 PEG TEST 65
3-12 THREE-WIRE LEVELING 67 3-13 TRIGONOMETRIC LEVELING 68 3-14 DIGITAL
LEVEL 70 3-15 SUGGESTIONS FOR THE RODMAN 71 3-16 SUGGESTIONS FOR THE
INSTRUMENTMAN 72 3-17 MISTAKES IN LEVELING 73 PROBLEMS 73 42 CHAPTER 4
TRANSITS AND THEODOLITES 4-1 GENERAL 79 4-2 VERTICAL ANGLES 80 4-3
HORIZONTAL ANGLES 80 4-4 VERNIER TRANSITS 82 4-5 REPEATING OPTICAL
THEODOLITES 90 4-6 DIRECTION OPTICAL THEODOLITES 92 4-7 ELECTRONIC
THEODOLITES 95 79 4-8 THEODOLITE SETUP 98 4-9 LAYING OFF ANGLES 99 4-10
PROLONGING A STRAIGHT LINE (DOUBLE CENTERING) 101 4-11 INTERLINING
(BALANCING IN) 101 4-12 INTERSECTION OF TWO STRAIGHT LINES 102 4-13
PROLONGING A SURVEY LINE BY TRIANGULATION 103 4-14 PROLONGING A SURVEY
LINE PAST AN OBSTACLE 104 4-15 INSTRUMENT ADJUSTMENTS 105 CHAPTER 5
ELECTRONIC SURVEYING MEASUREMENT 5-1 GENERAL 112 5-2 PRINCIPLES OF EDM
MEASUREMENT 114 5-3 EDM CHARACTERISTICS 116 5-4 PRISMS 116 5-5 EDM
ACCURACIES 118 5-6 EDM OPERATION 118 5-7 GEOMETRY OF EDM MEASUREMENTS
122 5-8 EDM WITHOUT REFLECTING PRISMS 124 5-9 TOTAL STATIONS 125 5-10
FIELD PROCEDURES FOR TOTAL STATIONS IN TOPOGRAPHIC SURVEYS 130 5-11
CONSTRUCTION LAYOUT USING TOTAL STATIONS 138 5-12 OVERVIEW OF
COMPUTERIZED SURVEYING DATA SYSTEMS 5-13 GEOGRAPHIC INFORMATION SYSTEMS
(GIS) 145 5-14 THE NEW INFORMATION UTILITY 146 5-15 ROBOTIC TOTAL
STATIONS 147 PROBLEMS 149 112 141 CHAPTER 6 TRAVERSE SURVEYS 6-1 GENERAL
151 6-2 BALANCING FIELD ANGLES 154 6-3 MERIDIANS 154 6-4 BEARINGS 155
6-5 AZIMUTHS 158 6-6 LATITUDES AND DEPARTURES 163 6-7 TRAVERSE PRECISION
AND ACCURACY 168 6-8 COMPASS RULE ADJUSTMENT 169 6-9 EFFECTS OF TRAVERSE
ADJUSTMENTS ON MEASURED ANGLES AND DISTANCES 171 6-10 OMITTED
MEASUREMENT COMPUTATIONS 172 6-11 RECTANGULAR COORDINATES OF TRAVERSE
STATIONS 173 6-12 AREA OF A CLOSED TRAVERSE BY THE COORDINATE METHOD 175
PROBLEMS 178 151 CHAPTER 7 TOPOGRAPHIC SURVEYING AND DRA WING 181 7-1
GENERAL 181 7-2 PRECISION REQUIRED FOR TOPOGRAPHIC SURVEYS 182 7-3
TIE-INS AT RIGHT ANGLES TO BASELINES 182 7-4 CROSS SECTIONS AND PROFILES
183 7-5 STADIA PRINCIPLES 187 7-6 INCLINED STADIA MEASUREMENTS 189 7-7
EXAMPLES OF STADIA MEASUREMENT COMPUTATIONS 191 7-8 STADIA FIELD
PRACTICE 196 7-9 SELF-REDUCING STADIA THEODOLITE 197 7-10 SUMMARY OF
STADIA FIELD PROCEDURE 198 7-11 SURVEY DRAFTING 199 7-12 CONTOURS 204
PROBLEMS 208 CHAPTER 8 CONSTRUCTION CONTROL SURVEYS 214 8-1 GENERAL 214
8-2 POSITIONAL ACCURACIES (ISO 4463) 220 8-3 SPECIFICATIONS FOR SHORT
LINES 222 8-4 COORDINATE GRID SYSTEMS 225 8-5 UNIVERSAL TRANSVERSE
MERCATOR GRID SYSTEM 225 8-6 STATE PLANE COORDINATE GRID SYSTEMS 228 8-7
UTILIZATION OF GRID COORDINATES 231 8-8 PROJECT CONTROL 239 8-9 GLOBAL
POSITIONING SYSTEMS (GPS) 242 8-10 LEVEL LOOP ADJUSTMENTS 246 PROBLEMS
247 PART 2 CONSTRUCTION APPLICATIONS 249 CHAPTER 9 PIPELINE AND TUNNEL
CONSTRUCTION SURVEYS 250 9-1 PIPELINE CONSTRUCTION 250 9-2 SEWER
CONSTRUCTION 252 9-3 LAYOUT FOR LINE AND GRADE 254 9-4 CATCH BASIN
CONSTRUCTION LAYOUT 263 9-5 TUNNEL CONSTRUCTION 264 PROBLEMS 271 CHAPTER
10 CULVERT AND BRIDGE CONSTRUCTION SURVEYS 274 10-1 CULVERT CONSTRUCTION
274 10-2 CULVERT RECONSTRUCTION 277 10-3 BRIDGE CONSTRUCTION: GENERAL
280 10-4 CONTRACT DRAWINGS 281 10-5 LAYOUT COMPUTATIONS 286 10-6 OFFSET
DISTANCE COMPUTATIONS 286 10-7 DIMENSION VERIFICATION 287 10-8 VERTICAL
CONTROL 289 10-9 CROSS SECTIONS FOR FOOTING EXCAVATIONS 290 CHAPTER 11
BUILDING CONSTRUCTION SURVEYS 291 11-1 BUILDING CONSTRUCTION: GENERAL
291 11-2 SINGLE STORY CONSTRUCTION 291 11-3 MULTISTORY CONSTRUCTION 301
CHAPTER 12 HIGHWA Y CURVES 307 12-1 ROUTE SURVEYS 307 12-2 CIRCULAR
CURVES: GENERAL 307 12-3 CIRCULAR CURVE GEOMETRY 308 12-4 CIRCULAR CURVE
DEFLECTIONS 313 12-5 CHORD CALCULATIONS 315 12-6 METRIC CONSIDERATIONS
316 12-7 FIELD PROCEDURE 316 12-8 MOVING UP ON THE CURVE 317 12-9 OFFSET
CURVES 318 12-10 COMPOUND CIRCULAR CURVES 324 12-11 REVERSE CURVES 326
12-12 VERTICAL CURVES: GENERAL 327 12-13 GEOMETRIC PROPERTIES OF THE
PARABOLA 328 12-14 COMPUTATION OF THE HIGH OR LOW POINT ON A VERTICAL
CURVE 329 12-15 PROCEDURE FOR COMPUTING A VERTICAL CURVE 330 12-16
DESIGN CONSIDERATIONS 332 12-17 SPIRAL CURVES: GENERAL 334 12-18 SPIRAL
CURVE COMPUTATIONS 341 12-19 SPIRAL LAYOUT PROCEDURE SUMMARY 343 12-20
APPROXIMATE SOLUTION FOR SPIRAL PROBLEMS 349 12-21 SUPERELEVATION:
GENERAL 351 12-22 SUPERELEVATION DESIGN 351 PROBLEMS 360 CHAPTER 13
HIGHWA Y CONSTRUCTION SURVEYS 362 13-1 PRELIMINARY (PRE-ENGINEERING)
SURVEYS 362 13-2 HIGHWAY DESIGN 366 13-3 HIGHWAY CONSTRUCTION LAYOUT 371
13-4 CLEARING, GRUBBING, AND THE STRIPPING OF TOPSOIL 372 CHAPTER 14
CHAPTER 15 APPENDIX A APPENDIX B 13-5 PLACEMENT OF SLOPE STAKES 372 13-6
LAYOUT FOR LINE AND GRADE 376 13-7 GRADE TRANSFER 378 13-8 DITCH
CONSTRUCTION 381 MUNICIPAL STREET CONSTRUCTION SURVEYS 14-1 GENERAL 382
14-2 CLASSIFICATION OF ROADS AND STREETS 383 14-3 ROAD ALLOWANCES 384
14-4 ROAD CROSS SECTIONS 384 14-5 PLAN AND PROFILE 384 14-6 ESTABLISHING
CENTERLINE (CL) 387 14-7 ESTABLISHING OFFSET LINES AND CONSTRUCTION
CONTROL 390 14-8 CONSTRUCTION GRADES FOR A CURBED STREET 392 14-9 STREET
INTERSECTIONS 395 14-10 SIDEWALK CONSTRUCTION 398 14-11 SITE GRADING 398
PROBLEMS 403 QUANTITY AND FINAL SURVEYS 15-1 CONSTRUCTION QUANTITY
MEASUREMENTS: GENERAL 406 15-2 AREA COMPUTATIONS 412 15-3 AREA BY
GRAPHICAL ANALYSIS 418 15-4 CONSTRUCTION VOLUMES 420 15-5 CROSS
SECTIONS, END AREAS, AND VOLUMES 421 15-6 PRISMOIDAL FORMULA 426 15-7
VOLUME COMPUTATIONS BY GEOMETRIC FORMULAS 427 15-8 FINAL (AS-BUILT)
SURVEYS 428 PROBLEMS 429 TRIGONOMETRY AND COORDINATE GEOMETRY REVIEW A-L
TRIGONOMETRIC DEFINITIONS AND IDENTITIES 431 A-2 COORDINATE GEOMETRY 434
AASHTOS PROPOSED SURVEY DATA MANAGEMENT SYSTEM (SDMS) B-L GENERAL 442
B-2 DATA STRUCTURE 442 GLOSSARY ANSWERS TO SELECTED PROBLEMS 382 406 431
442 451 455 INDEX 457
|
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| discipline | Physik Bauingenieurwesen Vermessungswesen |
| edition | 2. ed. |
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| id | DE-604.BV005891940 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T16:36:24Z |
| institution | BVB |
| isbn | 0138789509 |
| language | English |
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| physical | XVI, 464 S. Ill., graph. Darst. |
| publishDate | 1992 |
| publishDateSearch | 1992 |
| publishDateSort | 1992 |
| publisher | Prentice-Hall |
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| spelling | Kavanagh, Barry F. Verfasser aut Surveying with construction applications Barry F. Kavanagh 2. ed. Englewood Cliffs, NJ Prentice-Hall 1992 XVI, 464 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Building sites Surveying Geodäsie (DE-588)4020202-1 gnd rswk-swf Geodäsie (DE-588)4020202-1 s DE-604 OEBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=003688251&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Kavanagh, Barry F. Surveying with construction applications Building sites Surveying Geodäsie (DE-588)4020202-1 gnd |
| subject_GND | (DE-588)4020202-1 |
| title | Surveying with construction applications |
| title_auth | Surveying with construction applications |
| title_exact_search | Surveying with construction applications |
| title_full | Surveying with construction applications Barry F. Kavanagh |
| title_fullStr | Surveying with construction applications Barry F. Kavanagh |
| title_full_unstemmed | Surveying with construction applications Barry F. Kavanagh |
| title_short | Surveying |
| title_sort | surveying with construction applications |
| title_sub | with construction applications |
| topic | Building sites Surveying Geodäsie (DE-588)4020202-1 gnd |
| topic_facet | Building sites Surveying Geodäsie |
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