{"id":78642,"date":"2024-10-17T18:24:04","date_gmt":"2024-10-17T18:24:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784400067-1997\/"},"modified":"2024-10-24T19:37:38","modified_gmt":"2024-10-24T19:37:38","slug":"asce-9780784400067-1997","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784400067-1997\/","title":{"rendered":"ASCE 9780784400067 1997"},"content":{"rendered":"

Freitag and McFadden introduce the special principles and practices needed for successful design and construction in cold environments.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
16<\/td>\nDEDICATION <\/td>\n<\/tr>\n
18<\/td>\nPREFACE <\/td>\n<\/tr>\n
20<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 1 THE COLD REGIONS AND ENGINEERING
1.0 INTRODUCTION <\/td>\n<\/tr>\n
23<\/td>\n1.1 GEOGRAPHIC EXTENT <\/td>\n<\/tr>\n
25<\/td>\n1.2 TEMPERATURE <\/td>\n<\/tr>\n
26<\/td>\n1.2.1 Temperature Ranges <\/td>\n<\/tr>\n
27<\/td>\n1.2.2 Freezing Season
1.2.3 Permafrost Zone <\/td>\n<\/tr>\n
30<\/td>\n1.3 PRECIPITATION <\/td>\n<\/tr>\n
33<\/td>\n1.4 VEGETATION <\/td>\n<\/tr>\n
36<\/td>\n1.4.1 Glaciers and Barrens <\/td>\n<\/tr>\n
37<\/td>\n1.4.2 Tundra <\/td>\n<\/tr>\n
39<\/td>\n1.4.3 Taiga <\/td>\n<\/tr>\n
42<\/td>\n1.4.4 Forests and Grasslands
1.5 SOILS <\/td>\n<\/tr>\n
43<\/td>\n1.6 PERMAFROST TERRAIN <\/td>\n<\/tr>\n
44<\/td>\n1.6.1 Patterned Ground <\/td>\n<\/tr>\n
47<\/td>\n1.6.2 Hummocks
1.6.3 Palsas <\/td>\n<\/tr>\n
48<\/td>\n1.6.4 Pingos
1.6.5 Solifluction <\/td>\n<\/tr>\n
49<\/td>\n1.6.6 Ground Ice <\/td>\n<\/tr>\n
50<\/td>\n1.6.7 Thermokarst
1.7 WORKING CONDITIONS
1.7.1 Wind <\/td>\n<\/tr>\n
51<\/td>\n1.7.2 Hours of Darkness <\/td>\n<\/tr>\n
52<\/td>\n1.8 POPULATION
1.8.1 Density and Distribution <\/td>\n<\/tr>\n
56<\/td>\n1.8.2 Public Health <\/td>\n<\/tr>\n
58<\/td>\n1.9 TRANSPORTATION AND COMMUNICATION <\/td>\n<\/tr>\n
65<\/td>\nREFERENCES <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 2 PRINCIPLES OF HEAT TRANSFER
2.0 INTRODUCTION
2.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
69<\/td>\n2.1.1 Thermal Conductivity
2.1.2 Thermal Resistance
2.1.3 Units <\/td>\n<\/tr>\n
72<\/td>\n2.2 ONE-DIMENSIONAL CONDUCTION
2.2.1 Fourier’s Equation <\/td>\n<\/tr>\n
74<\/td>\n2.2.2 Multiple Layer Problems <\/td>\n<\/tr>\n
76<\/td>\n2.2.3 Temperatures within Multiple Layers <\/td>\n<\/tr>\n
79<\/td>\n2.2.4 Heat Flow through Curved Surfaces <\/td>\n<\/tr>\n
80<\/td>\n2.2.5 Spherical Surfaces
2.2.6 Non-Steady State Conduction\u2014Transient Heat Flow <\/td>\n<\/tr>\n
82<\/td>\n2.3 HEAT TRANSFER IN TWO DIMENSIONS <\/td>\n<\/tr>\n
83<\/td>\n2.3.1 Graphical Solutions <\/td>\n<\/tr>\n
86<\/td>\n2.3.2 Correlation between the Flux Plot and Heat Transfer <\/td>\n<\/tr>\n
87<\/td>\n2.3.3 Shape Factor
2.4 CONVECTION HEAT TRANSFER <\/td>\n<\/tr>\n
89<\/td>\n2.4.1 Newton’s Law of Cooling <\/td>\n<\/tr>\n
92<\/td>\n2.4.2 Dimensionless Number Groups
2.4.3 Reynolds’ Number <\/td>\n<\/tr>\n
94<\/td>\n2.4.4 Prandtl Number
2.4.5 Nusselt Number <\/td>\n<\/tr>\n
98<\/td>\n2.5 RADIATION HEAT TRANSFER
2.5.1 Black Body Radiation
2.5.2 Emissivity of Non-Black Surfaces <\/td>\n<\/tr>\n
99<\/td>\n2.5.3 View Factor <\/td>\n<\/tr>\n
104<\/td>\n2.5.4 Absorptivity, Reflectivity, and Transmissivity
2.5.5 Exchange of Radiation between Black Bodies <\/td>\n<\/tr>\n
105<\/td>\nREFERENCES <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 3 FUNDAMENTALS OF SOIL MECHANICS
PART I: FIRST PRINCIPLES
3.1 NATURE OF SOIL <\/td>\n<\/tr>\n
116<\/td>\n3.2 VOLUME-MASS OR VOLUME-WEIGHT RELATIONS <\/td>\n<\/tr>\n
123<\/td>\n3.3 SOIL CLASSIFICATION <\/td>\n<\/tr>\n
129<\/td>\n3.4 WATER IN SOIL <\/td>\n<\/tr>\n
133<\/td>\n3.5 WATER FLOW IN SOIL <\/td>\n<\/tr>\n
138<\/td>\n3.6 TOTAL, NEUTRAL, AND EFFECTIVE STRESS <\/td>\n<\/tr>\n
141<\/td>\n3.7 CONSOLIDATION <\/td>\n<\/tr>\n
148<\/td>\n3.8 SHEAR STRENGTH <\/td>\n<\/tr>\n
154<\/td>\n3.9 SOIL COMPACTION <\/td>\n<\/tr>\n
159<\/td>\nPART II: PROPERTIES OF FROZEN SOILS
3.10 ICE IN SOIL <\/td>\n<\/tr>\n
162<\/td>\n3.11 PHYSICAL PROPERTIES OF FROZEN SOIL <\/td>\n<\/tr>\n
168<\/td>\n3.12 MECHANICAL PROPERTIES OF FROZEN SOIL <\/td>\n<\/tr>\n
179<\/td>\n3.13 THERMAL AND ELECTRICAL PROPERTIES <\/td>\n<\/tr>\n
181<\/td>\nREFERENCES <\/td>\n<\/tr>\n
184<\/td>\nCHAPTER 4 FREEZING PHENOMENA
4.1 FIRST PRINCIPLES
4.1.1 Ice Formation <\/td>\n<\/tr>\n
186<\/td>\n4.1.2 Freezing Index <\/td>\n<\/tr>\n
187<\/td>\n4.2 CALCULATING THE RATE OF ICE GROWTH
4.2.1 Stefan’s Equation <\/td>\n<\/tr>\n
190<\/td>\n4.2.2 Michel’s Equation
4.2.3 Ashton’s Equation <\/td>\n<\/tr>\n
191<\/td>\n4.2.4 Nelson’s Approach <\/td>\n<\/tr>\n
192<\/td>\n4.3 ICE TYPES <\/td>\n<\/tr>\n
193<\/td>\n4.3.1 Ice Strength <\/td>\n<\/tr>\n
194<\/td>\n4.3.2 Compressive Strength <\/td>\n<\/tr>\n
196<\/td>\n4.3.3 Bending (Flexural) Strength <\/td>\n<\/tr>\n
197<\/td>\n4.3.4 Tensile Strength <\/td>\n<\/tr>\n
198<\/td>\n4.4 LOADING AN ICE SHEET <\/td>\n<\/tr>\n
200<\/td>\n4.4.1 Short Duration Loads on Ice <\/td>\n<\/tr>\n
202<\/td>\n4.4.2 Stationary Loads on Ice <\/td>\n<\/tr>\n
205<\/td>\n4.4.3 Moving Loads on Ice <\/td>\n<\/tr>\n
206<\/td>\n4.5 ICE FORCES ON STRUCTURES <\/td>\n<\/tr>\n
207<\/td>\n4.5.1 Lateral Ice Forces in an Ice Sheet <\/td>\n<\/tr>\n
212<\/td>\n4.5.2 Vertical Ice Forces on Structures <\/td>\n<\/tr>\n
215<\/td>\n4.5.3 Freezing in Pipes and Closed Containers <\/td>\n<\/tr>\n
218<\/td>\nREFERENCES <\/td>\n<\/tr>\n
220<\/td>\nCHAPTER 5 ROADS AND AIRFIELDS
5.0 INTRODUCTION <\/td>\n<\/tr>\n
221<\/td>\n5.1 DESIGN OF PAVEMENT STRUCTURES\u2014FIRST PRINCIPLES
5.1.1 Structural Components <\/td>\n<\/tr>\n
222<\/td>\n5.1.2 Structural Design of Pavements <\/td>\n<\/tr>\n
225<\/td>\n5.2 CAUSES OF FAILURE
5.2.1 Frost Heave <\/td>\n<\/tr>\n
229<\/td>\n5.2.2 Factor Evaluation <\/td>\n<\/tr>\n
237<\/td>\n5.2.3 Thaw of Subgrade Ice <\/td>\n<\/tr>\n
239<\/td>\n5.2.4 Thermal Strains
5.3 DESIGN STRATEGIES\u2014SEASONAL FROST
5.3.1 Design Concepts <\/td>\n<\/tr>\n
240<\/td>\n5.3.2 Limited Frost Penetration <\/td>\n<\/tr>\n
243<\/td>\n5.3.3 Reduced Subgrade Strength <\/td>\n<\/tr>\n
245<\/td>\n5.3.4 AASHTO Guidelines <\/td>\n<\/tr>\n
246<\/td>\n5.3.5 The Future\u2014A Mechanistic Design Procedure <\/td>\n<\/tr>\n
248<\/td>\n5.3.6 Special Provisions <\/td>\n<\/tr>\n
249<\/td>\n5.3.7 Drainage
5.4 DESIGN STRATEGIES\u2014PERMAFROST <\/td>\n<\/tr>\n
250<\/td>\n5.4.1 Thaw Protection <\/td>\n<\/tr>\n
253<\/td>\n5.4.2 Insulation <\/td>\n<\/tr>\n
254<\/td>\n5.4.3 Reduced Subgrade Strength <\/td>\n<\/tr>\n
255<\/td>\n5.4.4 Unsurfaced Roads and Airfields <\/td>\n<\/tr>\n
257<\/td>\n5.4.5 Drainage
5.5 BASE COURSE COMPOSITION <\/td>\n<\/tr>\n
259<\/td>\n5.6 SUBGRADE PREPARATION
5.6.1 Soil Blending <\/td>\n<\/tr>\n
260<\/td>\n5.6.2 Boulder Removal
5.6.3 Drains and Culverts <\/td>\n<\/tr>\n
261<\/td>\n5.7 ASPHALT SELECTION
5.7.1 Asphalt Properties <\/td>\n<\/tr>\n
262<\/td>\n5.7.2 Asphalt Selection Guide <\/td>\n<\/tr>\n
264<\/td>\n5.8 LONGITUDINAL CRACKING
5.8.1 Cracking Due to Seasonal Frost
5.8.2 Cracking on Permafrost <\/td>\n<\/tr>\n
267<\/td>\nREFERENCES <\/td>\n<\/tr>\n
270<\/td>\nCHAPTER 6 BUILDING FOUNDATIONS ON PERMAFROST
6.1 FOUNDATION DESIGN\u2014FIRST PRINCIPLES
6.1.1 Types of Foundations <\/td>\n<\/tr>\n
271<\/td>\n6.1.2 Settlement Analysis <\/td>\n<\/tr>\n
272<\/td>\n6.1.3 Bearing Capacity Analysis <\/td>\n<\/tr>\n
274<\/td>\n6.1.4 Pile Load Analysis
6.2 COMPLICATIONS DUE TO LOW TEMPERATURES
6.2.1 Frost Heave <\/td>\n<\/tr>\n
275<\/td>\n6.2.2 Frost Jacking
6.2.3 Thaw Settlement <\/td>\n<\/tr>\n
277<\/td>\n6.2.4 Thaw Weakening
6.2.5 Long-Term Strength and Creep
6.3 GUIDELINES FOR FOUNDATION DESIGN
6.3.1 General <\/td>\n<\/tr>\n
279<\/td>\n6.3.2 Seasonal Frost
6.3.3 Permafrost, Ice-Poor
6.3.4 Permafrost, Ice-Rich <\/td>\n<\/tr>\n
281<\/td>\n6.3.5 Foundation Types <\/td>\n<\/tr>\n
283<\/td>\n6.3.6 Foundation Selection <\/td>\n<\/tr>\n
284<\/td>\n6.3.7 Design Procedures <\/td>\n<\/tr>\n
286<\/td>\n6.4 ANALYSIS TECHNIQUES
6.4.1 Depth of Freeze or Thaw <\/td>\n<\/tr>\n
288<\/td>\n6.4.2 Simple Frost Depth
6.4.3 Simple Thaw Depth <\/td>\n<\/tr>\n
289<\/td>\n6.4.4 Thaw Depth beneath Heated Structures <\/td>\n<\/tr>\n
294<\/td>\n6.5 CONSOLIDATION AND SETTLEMENT DUE TO THAW <\/td>\n<\/tr>\n
296<\/td>\n6.5.1 Sources of Thaw Settlement
6.5.2 Thaw-Consolidation Tests <\/td>\n<\/tr>\n
297<\/td>\n6.5.3 Thaw-Consolidation Estimates <\/td>\n<\/tr>\n
300<\/td>\n6.5.4 Rate of Settlement <\/td>\n<\/tr>\n
301<\/td>\n6.6 SETTLEMENT DUE TO CREEP
6.6.1 Basic Principles <\/td>\n<\/tr>\n
302<\/td>\n6.6.2 Estimating Applied Stresses <\/td>\n<\/tr>\n
304<\/td>\n6.6.3 Settlement Calculations <\/td>\n<\/tr>\n
312<\/td>\n6.7 ANALYSIS OF PILE FOUNDATIONS <\/td>\n<\/tr>\n
313<\/td>\n6.7.1 Freezeback Time <\/td>\n<\/tr>\n
316<\/td>\n6.7.2 Bearing Capacity <\/td>\n<\/tr>\n
320<\/td>\n6.7.3 Load Tests
6.7.4 Creep Settlement
6.7.5 Frost Heave and Uplift <\/td>\n<\/tr>\n
322<\/td>\n6.7.6 Post-Construction Adjustment
REFERENCES <\/td>\n<\/tr>\n
324<\/td>\nCHAPTER 7 BUILDINGS IN COLD REGIONS
PART I: FIRST PRINCIPLES
7.0 BUILDING PERFORMANCE
7.1 INSULATION <\/td>\n<\/tr>\n
337<\/td>\n7.2 VAPOR BARRIERS (RETARDERS) <\/td>\n<\/tr>\n
353<\/td>\nPART II: DESIGNS FOR THE COLD REGIONS
7.3 VENTILATION <\/td>\n<\/tr>\n
363<\/td>\n7.4 VESTIBULE ENTRIES <\/td>\n<\/tr>\n
366<\/td>\n7.5 WINDOWS <\/td>\n<\/tr>\n
389<\/td>\n7.6 ROOF DESIGN <\/td>\n<\/tr>\n
396<\/td>\nREFERENCES <\/td>\n<\/tr>\n
398<\/td>\nCHAPTER 8 HYDROLOGY AND HYDRAULICS
8.1 HYDROLOGY\u2014FIRST PRINCIPLES
8.1.1 Role of Hydrology <\/td>\n<\/tr>\n
399<\/td>\n8.1.2 Hydrologic Equation <\/td>\n<\/tr>\n
400<\/td>\n8.1.3 Ground Water
8.1.4 Hydrograph <\/td>\n<\/tr>\n
401<\/td>\n8.1.5 Flow Routing <\/td>\n<\/tr>\n
402<\/td>\n8.1.6 Synthesis and Mathematical Models
8.2 SNOW HYDROLOGY
8.2.1 Snow Measurement <\/td>\n<\/tr>\n
408<\/td>\n8.2.2 Snowmelt <\/td>\n<\/tr>\n
411<\/td>\n8.2.3 Rain on Snow <\/td>\n<\/tr>\n
412<\/td>\n8.2.4 Glacier Runoff <\/td>\n<\/tr>\n
413<\/td>\n8.3 EFFECT OF FROZEN GROUND
8.3.1 Infiltration and Runoff
8.3.2 Ground Water <\/td>\n<\/tr>\n
415<\/td>\n8.3.3 Icing, Aufeis, and Naled <\/td>\n<\/tr>\n
417<\/td>\n8.4 FREEZING OF LAKES AND STREAMS
8.4.1 First Principles <\/td>\n<\/tr>\n
419<\/td>\n8.4.2 Lake Ice <\/td>\n<\/tr>\n
422<\/td>\n8.4.3 River Ice <\/td>\n<\/tr>\n
426<\/td>\n8.5 STREAM HYDRAULICS
8.5.1 First Principles <\/td>\n<\/tr>\n
428<\/td>\n8.5.2 Streams with Ice <\/td>\n<\/tr>\n
429<\/td>\n8.5.3 Resistance Coefficient under an Ice Cover
8.5.4 Stage-Discharge Relations <\/td>\n<\/tr>\n
432<\/td>\n8.5.5 Sediment Transport <\/td>\n<\/tr>\n
433<\/td>\n8.6 ICE JAMS
8.6.1 Formation <\/td>\n<\/tr>\n
435<\/td>\n8.6.2 Stage Frequency Distribution <\/td>\n<\/tr>\n
436<\/td>\n8.6.3 Maximum Flood Stage <\/td>\n<\/tr>\n
437<\/td>\n8.6.4 Prevention and Alleviation <\/td>\n<\/tr>\n
439<\/td>\nREFERENCES <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 9 WATER SUPPLY AND DELIVERY
9.0 INTRODUCTION
9.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
444<\/td>\n9.1.1 Sources
9.1.2 Surface Water <\/td>\n<\/tr>\n
445<\/td>\n9.1.3 Ground Water <\/td>\n<\/tr>\n
446<\/td>\n9.1.4 Artesian Flow and Permafrost <\/td>\n<\/tr>\n
448<\/td>\n9.2 SPECIAL CHARACTERISTICS OF COLD REGIONS <\/td>\n<\/tr>\n
450<\/td>\n9.3 WATERSHED ENHANCEMENT <\/td>\n<\/tr>\n
451<\/td>\n9.3.1 Dams and Reservoirs
9.3.2 Snow Fences <\/td>\n<\/tr>\n
452<\/td>\n9.4 DISTRIBUTION <\/td>\n<\/tr>\n
453<\/td>\n9.4.1 Central Watering Point <\/td>\n<\/tr>\n
454<\/td>\n9.4.2 Trucked System
9.4.3 Piped Delivery System <\/td>\n<\/tr>\n
456<\/td>\n9.4.4 Pipe Freezing <\/td>\n<\/tr>\n
457<\/td>\n9.5 UTILIDOR DESIGN <\/td>\n<\/tr>\n
458<\/td>\n9.5.1 Insulation <\/td>\n<\/tr>\n
459<\/td>\n9.5.2 Heat Loss from Pipelines and Utilidors <\/td>\n<\/tr>\n
464<\/td>\n9.5.3 Two-Dimensional Heat Flow
9.5.4 Utilidor Size <\/td>\n<\/tr>\n
465<\/td>\n9.5.5 Heat Trace <\/td>\n<\/tr>\n
466<\/td>\n9.6 WATER TREATMENT
9.6.1 Temperature Effects <\/td>\n<\/tr>\n
468<\/td>\n9.6.2 Plant Operations
9.6.3 Chlorination <\/td>\n<\/tr>\n
469<\/td>\n9.6.4 Ozonation
9.6.5 Reverse Osmosis <\/td>\n<\/tr>\n
471<\/td>\n9.6.6 Desalination by Freezing
REFERENCES <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER 10 SANITARY SYSTEMS AND WASTEWATER TREATMENT
10.1 WASTEWATER TREATMENT\u2014FIRST PRINCIPLES
10.1.1 Significance <\/td>\n<\/tr>\n
475<\/td>\n10.1.2 Sources and Types
10.1.3 Characteristics <\/td>\n<\/tr>\n
476<\/td>\n10.1.4 Collection Systems
10.1.5 Treatment and Disposal <\/td>\n<\/tr>\n
478<\/td>\n10.2 SPECIAL CHARACTERISTICS OF COLD REGIONS
10.2.1 Temperature <\/td>\n<\/tr>\n
479<\/td>\n10.2.2 Size and Nature of Facility Served <\/td>\n<\/tr>\n
480<\/td>\n10.2.3 Maintenance and Operation <\/td>\n<\/tr>\n
481<\/td>\n10.3 CHARACTERISTICS OF WASTEWATER
10.3.1 Quantity
10.3.2 Concentration <\/td>\n<\/tr>\n
485<\/td>\n10.3.3 Flow Variation
10.4 TREATMENT TECHNIQUES
10.4.1 Sedimentation <\/td>\n<\/tr>\n
486<\/td>\n10.4.2 Lagoons <\/td>\n<\/tr>\n
490<\/td>\n10.4.3 Suspended-Culture Systems <\/td>\n<\/tr>\n
493<\/td>\n10.4.4 Attached-Growth Systems <\/td>\n<\/tr>\n
494<\/td>\n10.4.5 Physical\/Chemical Processes
10.4.6 Land Treatment <\/td>\n<\/tr>\n
498<\/td>\n10.5 DISCHARGE OF TREATED PLANT EFFLUENT
10.5.1 Discharge to Surface Waters <\/td>\n<\/tr>\n
499<\/td>\n10.5.2 Discharge Methods <\/td>\n<\/tr>\n
500<\/td>\n10.5.3 Disposal to the Land <\/td>\n<\/tr>\n
501<\/td>\n10.6 SLUDGE DISPOSAL
10.6.1 Lagoon Sludges <\/td>\n<\/tr>\n
502<\/td>\n10.6.2 Dewatering <\/td>\n<\/tr>\n
503<\/td>\n10.6.3 Sludge Pits <\/td>\n<\/tr>\n
504<\/td>\n10.6.4 Snow and Ice Pits
10.7 COLLECTION SYSTEMS
10.7.1 Individual Container System <\/td>\n<\/tr>\n
507<\/td>\n10.7.2 Tank Storage and Tanker Haul <\/td>\n<\/tr>\n
508<\/td>\n10.7.3 Gravity-Flow Pipe System <\/td>\n<\/tr>\n
511<\/td>\n10.7.4 Pressurized Lines <\/td>\n<\/tr>\n
513<\/td>\n10.7.5 Vacuum Collection Systems <\/td>\n<\/tr>\n
514<\/td>\n10.8 ON-SITE WASTEWATER MANAGEMENT <\/td>\n<\/tr>\n
516<\/td>\n10.8.1 Septic Tanks <\/td>\n<\/tr>\n
518<\/td>\n10.8.2 Aerobic Treatment <\/td>\n<\/tr>\n
520<\/td>\n10.8.3 Composting
REFERENCES <\/td>\n<\/tr>\n
524<\/td>\nCHAPTER 11 CONTROL OF SNOW AND ICE
11.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
525<\/td>\n11.2 SNOW DRIFTING AND BLOWING <\/td>\n<\/tr>\n
526<\/td>\n11.3 DENSITY AND SNOW PROPERTIES <\/td>\n<\/tr>\n
527<\/td>\n11.4 CONTROL OF BLOWING SNOW <\/td>\n<\/tr>\n
534<\/td>\n11.5 SNOW FENCE CONSTRUCTION <\/td>\n<\/tr>\n
535<\/td>\n11.6 WINTER ROADS <\/td>\n<\/tr>\n
536<\/td>\n11.7 SNOW ROADS <\/td>\n<\/tr>\n
539<\/td>\n11.8 ICE ROADS <\/td>\n<\/tr>\n
540<\/td>\n11.9 ICE AGGREGATE ROADS <\/td>\n<\/tr>\n
541<\/td>\n11.10 AVALANCHE CONTROL <\/td>\n<\/tr>\n
544<\/td>\n11.11 AUFEIS <\/td>\n<\/tr>\n
547<\/td>\n11.12 CONTROL OF AUFEIS ON ROADS AND NEAR BUILDINGS <\/td>\n<\/tr>\n
548<\/td>\n11.13 CULVERT ICINGS <\/td>\n<\/tr>\n
550<\/td>\nREFERENCES <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 12 PERFORMANCE OF MATERIALS IN COLD REGIONS
12.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
553<\/td>\n12.1.1 Crystal Structures of Metals <\/td>\n<\/tr>\n
555<\/td>\n12.1.2 Effects of Low Temperatures on Material Properties <\/td>\n<\/tr>\n
556<\/td>\n12.2 METALS <\/td>\n<\/tr>\n
557<\/td>\n12.2.1 Measurement of Brittleness <\/td>\n<\/tr>\n
560<\/td>\n12.2.2 Factors Affecting the CVN Transition Temperature <\/td>\n<\/tr>\n
564<\/td>\n12.2.3 Effects of Welding <\/td>\n<\/tr>\n
566<\/td>\n12.2.4 Application of Brittle Criteria to Design <\/td>\n<\/tr>\n
569<\/td>\n12.2.5 Nonferrous Metals at Low Temperatures <\/td>\n<\/tr>\n
573<\/td>\n12.3 POLYMERS FOR LOW TEMPERATURE SERVICE
12.3.1 Fillers <\/td>\n<\/tr>\n
574<\/td>\n12.3.2 Performance at Low Temperatures
12.3.3 Bearing Materials <\/td>\n<\/tr>\n
576<\/td>\n12.3.4 Elastomers <\/td>\n<\/tr>\n
577<\/td>\n12.3.5 Electrical Insulation at Low Temperatures
12.3.6 Service Conditions <\/td>\n<\/tr>\n
578<\/td>\n12.4 WOOD AT LOW TEMPERATURES <\/td>\n<\/tr>\n
579<\/td>\n12.5 INSULATION AT LOW TEMPERATURES
12.6 CONCRETE AT LOW TEMPERATURES <\/td>\n<\/tr>\n
581<\/td>\n12.6.1 Planning <\/td>\n<\/tr>\n
582<\/td>\n12.6.2 Additives for Lower Temperatures <\/td>\n<\/tr>\n
583<\/td>\n12.6.3 Regulated Set Concrete <\/td>\n<\/tr>\n
585<\/td>\n12.6.4 Avoiding Damage with Protective Enclosures <\/td>\n<\/tr>\n
589<\/td>\n12.6.5 Effect of Temperature on Curing <\/td>\n<\/tr>\n
593<\/td>\n12.6.6 Strength and Durability <\/td>\n<\/tr>\n
595<\/td>\n12.6.7 Concrete Research and New Developments
12.7 OTHER COLD REGIONS AND HIGH LATITUDE PROBLEMS
12.7.1 Auroral Activity <\/td>\n<\/tr>\n
596<\/td>\n12.7.2 Electrical Grounding <\/td>\n<\/tr>\n
597<\/td>\nREFERENCES <\/td>\n<\/tr>\n
600<\/td>\nCHAPTER 13 EQUIPMENT AND OPERATIONS
13.1 FIRST PRINCIPLES
13.1.1 Cold Regions Requirements <\/td>\n<\/tr>\n
601<\/td>\n13.1.2 Lubricant Temperature and Increased Wear <\/td>\n<\/tr>\n
604<\/td>\n13.1.3 Cold Induced Breakage <\/td>\n<\/tr>\n
605<\/td>\n13.1.4 Hydraulic Systems
13.2 PROPER CARE OF EQUIPMENT IN THE COLD <\/td>\n<\/tr>\n
606<\/td>\n13.2.1 Winterizing Equipment for Cold-Weather Operation
13.2.2 Engines <\/td>\n<\/tr>\n
608<\/td>\n13.2.3 Transmissions <\/td>\n<\/tr>\n
609<\/td>\n13.2.4 Brake and Hydraulic Systems <\/td>\n<\/tr>\n
610<\/td>\n13.2.5 Cooling Systems <\/td>\n<\/tr>\n
612<\/td>\n13.2.6 Batteries <\/td>\n<\/tr>\n
617<\/td>\n13.2.7 Lubrication
13.2.8 Interior Heaters <\/td>\n<\/tr>\n
618<\/td>\n13.2.9 Starting and Warm-Up <\/td>\n<\/tr>\n
620<\/td>\n13.2.10 Economics of Winterizing <\/td>\n<\/tr>\n
621<\/td>\n13.3 EFFECTS OF COLD ON PRODUCTIVITY <\/td>\n<\/tr>\n
622<\/td>\n13.3.1 Decline of Human Productivity at Low Temperatures
13.3.2 Wind Chill Factors <\/td>\n<\/tr>\n
624<\/td>\n13.3.3 Procedures to Mitigate the Wind Chill Problem <\/td>\n<\/tr>\n
627<\/td>\n13.4 WINTER CONSTRUCTION\u2014USING THE COLD TO YOUR ADVANTAGE <\/td>\n<\/tr>\n
628<\/td>\nREFERENCES <\/td>\n<\/tr>\n
630<\/td>\nCHAPTER 14 EARTHWORK IN COLD REGIONS
14.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
631<\/td>\n14.2 SPECIAL CONDITIONS IN COLD REGIONS <\/td>\n<\/tr>\n
633<\/td>\n14.3 WHY DO EARTHMOVING IN WINTER?
14.3.1 Permafrost Zones <\/td>\n<\/tr>\n
634<\/td>\n14.3.2 Seasonal Frost Zones <\/td>\n<\/tr>\n
635<\/td>\n14.4 CUTTING AND EXCAVATING FROZEN SOIL
14.4.1 Effects of Soil Type <\/td>\n<\/tr>\n
636<\/td>\n14.4.2 Strength of Frozen Soil <\/td>\n<\/tr>\n
639<\/td>\n14.4.3 Means of Excavation <\/td>\n<\/tr>\n
641<\/td>\n14.5 MECHANICAL METHODS OF EXCAVATION
14.5.1 Mechanics of Cutting <\/td>\n<\/tr>\n
648<\/td>\n14.5.2 Ripping <\/td>\n<\/tr>\n
650<\/td>\n14.5.3 Rotary Cutters <\/td>\n<\/tr>\n
652<\/td>\n14.5.4 Hydraulic Excavators <\/td>\n<\/tr>\n
653<\/td>\n14.6 BLASTING TO LOOSEN FROZEN SOILS <\/td>\n<\/tr>\n
654<\/td>\n14.6.1 First Principles <\/td>\n<\/tr>\n
659<\/td>\n14.6.2 Craters in Frozen Soil
14.6.3 Construction Activities <\/td>\n<\/tr>\n
668<\/td>\n14.7 THAWING FROZEN SOILS BEFORE EXCAVATION <\/td>\n<\/tr>\n
669<\/td>\n14.8 EMBANKMENT CONSTRUCTION IN WINTER WITH UNFROZEN SOIL <\/td>\n<\/tr>\n
670<\/td>\n14.8.1 Embankment Dams in the USSR <\/td>\n<\/tr>\n
671<\/td>\n14.8.2 Highway Embankments <\/td>\n<\/tr>\n
672<\/td>\n14.9 EMBANKMENT CONSTRUCTION IN WINTER WITH FROZEN SOILS
14.9.1 Preparation and Handling <\/td>\n<\/tr>\n
674<\/td>\n14.9.2 Placement and Compaction <\/td>\n<\/tr>\n
676<\/td>\n14.9.3 Characteristics of Compacted Soil <\/td>\n<\/tr>\n
679<\/td>\n14.9.4 Maintenance <\/td>\n<\/tr>\n
680<\/td>\nREFERENCES <\/td>\n<\/tr>\n
684<\/td>\nCHAPTER 15 SITE SELECTION
15.1 FIRST PRINCIPLES <\/td>\n<\/tr>\n
685<\/td>\n15.1.1 Elements of Site Selection <\/td>\n<\/tr>\n
686<\/td>\n15.1.2 Information Required <\/td>\n<\/tr>\n
687<\/td>\n15.1.3 Data Sources <\/td>\n<\/tr>\n
688<\/td>\n15.2 SPECIAL CONSIDERATIONS OF THE COLD REGIONS
15.2.1 Information Required <\/td>\n<\/tr>\n
689<\/td>\n15.3 ARCHIVAL DATA
15.3.1 Topographic Maps <\/td>\n<\/tr>\n
692<\/td>\n15.3.2 Geological Maps
15.3.3 Soil Maps <\/td>\n<\/tr>\n
695<\/td>\n15.3.4 Weather Records
15.3.5 Hydrologic Records <\/td>\n<\/tr>\n
696<\/td>\n15.3.6 Aerial Photograph File <\/td>\n<\/tr>\n
697<\/td>\n15.4 INFERENTIAL DATA
15.4.1 Terrain Imagery <\/td>\n<\/tr>\n
701<\/td>\n15.4.2 Photographic Records
15.4.3 Airphoto Analysis Techniques <\/td>\n<\/tr>\n
703<\/td>\n15.4.4 Cold Regions Features <\/td>\n<\/tr>\n
713<\/td>\n15.4.5 Satellite Imagery <\/td>\n<\/tr>\n
717<\/td>\n15.5 SUBSURFACE EXPLORATION
15.5.1 Exploration Program <\/td>\n<\/tr>\n
718<\/td>\n15.5.2 Characteristics of Frozen Soils <\/td>\n<\/tr>\n
720<\/td>\n15.5.3 Drilling Equipment
15.5.4 Drill Bits <\/td>\n<\/tr>\n
724<\/td>\n15.5.5 Sampling <\/td>\n<\/tr>\n
726<\/td>\n15.5.6 Temperature Measurements <\/td>\n<\/tr>\n
728<\/td>\n15.6 GEOPHYSICAL TECHNIQUES <\/td>\n<\/tr>\n
729<\/td>\n15.6.1 Seismic Surveys <\/td>\n<\/tr>\n
734<\/td>\n15.6.2 Electrical Resistance Surveys <\/td>\n<\/tr>\n
736<\/td>\n15.6.3 Electromagnetic Profiling <\/td>\n<\/tr>\n
739<\/td>\n15.6.4 Radar Profiling <\/td>\n<\/tr>\n
740<\/td>\n15.6.5 Cross-Borehole Testing <\/td>\n<\/tr>\n
741<\/td>\nREFERENCES <\/td>\n<\/tr>\n
744<\/td>\nCONVERSION TABLE <\/td>\n<\/tr>\n
746<\/td>\nINDEX
A <\/td>\n<\/tr>\n
747<\/td>\nB
C <\/td>\n<\/tr>\n
748<\/td>\nD <\/td>\n<\/tr>\n
749<\/td>\nE
F <\/td>\n<\/tr>\n
750<\/td>\nG
H <\/td>\n<\/tr>\n
751<\/td>\nI
K
L <\/td>\n<\/tr>\n
752<\/td>\nM
N
O <\/td>\n<\/tr>\n
753<\/td>\nP <\/td>\n<\/tr>\n
754<\/td>\nQ
R
S <\/td>\n<\/tr>\n
756<\/td>\nT <\/td>\n<\/tr>\n
757<\/td>\nU
V <\/td>\n<\/tr>\n
758<\/td>\nW <\/td>\n<\/tr>\n
759<\/td>\nX
Y
Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Introduction to Cold Regions Engineering<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n1997<\/td>\n759<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78643,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78642","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78642","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78643"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78642"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78642"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78642"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}