The Seventh Edition of Construction Planning, Equipment, and Methods, follows in the footsteps of the previous editions by providing the reader with the fundamentals of machine utilization and production estimating in a logical, simple, and concise format. Our text features expanded coverage of building in today’s global environment. Hundreds of photos and illustrations have been added to the seventh edition to make this dynamic text even more accessible to both students and professionals. In addition, since technology is constantly evolving, this text provides an understanding of machine capabilities and how to properly apply those capabilities to construction challenges. The media package includes: Web-based exercises have been added to many chapters to draw attention to the expanding volume of information available over the Internet. The computer monitor icon in the text margin will direct you to the text website . In addition, extensive web resources are provided at the end of every text chapter. |
Table of contents : Chp 1: Machines Make It Possible……Page 12 CHp 2: Fundamental Conceptsof Equipment Economics……Page 20 Chp 3: Planning for EarthworkConstruction……Page 42 SOIL AND ROCK PROPERTIES……Page 57 COMPACTION SPECIFICATIONAND CONTROL……Page 62 COMPACTION TESTS……Page 63 SOIL PROCESSING……Page 65 SUMMARY……Page 67 PROBLEMS……Page 68 COMPACTION OF SOIL AND ROCK……Page 69 TYPES OF COMPACTING EQUIPMENT……Page 70 DYNAMIC COMPACTION……Page 76 GENERAL INFORMATION……Page 77 STABILIZING SOILS WITH LIME……Page 78 CEMENT -SOIL STABILIZATION……Page 79 PROBLEMS……Page 81 REQUIRED POWER……Page 82 A VAILABLE POWER……Page 86 USABLE POWER……Page 89 PERFORMANCE CHARTS……Page 91 PROBLEMS……Page 94 INTRODUCTION……Page 97 PERFORMANCE CHARACTERISTICSOF DOZERS……Page 98 BLADES……Page 101 PROJECT EMPLOYMENT……Page 103 DOZER PRODUCTION ESTIMATING……Page 104 DOZER PRODUCTION ESTIMATING FORMAT……Page 107 DETERMINING THE RIPPABILITY OF ROCK……Page 114 DETERMINING THE THICKNESS ANDSTRENGTH OF ROCK LAYERS……Page 115 RIPPER ATTACHMENTS……Page 116 RIPPING PRODUCTION ESTIMATES……Page 117 SUMMARY……Page 118 PROBLEMS……Page 119 PUSher-Loaded Scrapers……Page 123 Self-Loading Scrapers……Page 124 SCRAPER PERFORMANCE CHARTS……Page 126 SCRAPER PRODUCTION ESTIMATINGFORMAT……Page 128 OPERATIONAL CONSIDERATIONS……Page 135 . SCRAPER SAFETY……Page 136 PROBLEMS……Page 137 HYDRAULIC EXCAVATORS……Page 138 HYDRAULIC EXCAVATOR ACCIDENTS……Page 139 GENERAL INFORMATION……Page 140 SELECTING A FRONT SHOVEL……Page 141 HEIGHT OF CUT EFFECTON SHOVEL PRODUCTION……Page 142 ANGLE OF SWING EFFECTON SHOVEL PRODUCTION……Page 143 BUCKET RATING FOR HADRAULIC HOES……Page 144 SELECTING A HOE……Page 146 CALCULATING HOE PRODUCTION……Page 147 LOADER BUCKETS/ATTACHMENTS……Page 149 OPERATING SPECIFICATIONS……Page 150 LOADER PRODUCTION RATES……Page 151 CALCULATING WHEEL LOADERPRODUCTION……Page 152 CALCULATING TRACK LOADERPRODUCTION……Page 153 TRENCHING MACHINES……Page 154 TRENCHING MACHINE PRODUCTION……Page 155 BACKHOE-LOADERS……Page 156 SUMMARY……Page 157 PROBLEMS……Page 158 Chp 10: Trucks and Hauling Equipment……Page 160 Chp 11: Finishing Equipment……Page 172 Chp 12: Drilling Rock and Earth……Page 180 Ch p13: Blasting Rock……Page 198 Chp 14: Aggregate Production……Page 215 Chp 15: Asphalt Mix Production and Placement……Page 233 Chp 16: Concrete and Concrete Equipment……Page 253 Chp 17: Cranes……Page 278 Draglines and Clamshells……Page 302 Piles and Pile-DrivingEquipment……Page 312 Air Compressorsand Pumps……Page 331 Chp 21: Planning for BuildingConstruction……Page 349 CLASSIFICATION……Page 363 FORMWORK AND THE PROJECT ENGINEER……Page 364 Lateral Pressure of Concrete on Vertical Forms……Page 365 Formwork: A Layered System……Page 366 Material Cost……Page 367 Labor Cost……Page 370 Wall Forms……Page 371 Specialized Wall Forms……Page 373 HORIZONTAL SYSTEMS……Page 375 Table Forms……Page 376 Tunnel Form Systems……Page 378 SHORING TOWERS…….Page 381 SAFETY……Page 384 SUMMARY……Page 385 REFERENCES……Page 386 |
Robert L Peurifoy (1902-1995), after serving as principal specialist in engineering education for the US Office of Education during World War II, began teaching construction engineering at Texas A & M University in 1946. In the years that followed, Peurifoy led the transformation of the study of construction engineering into an academic discipline.
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