Muutke küpsiste eelistusi

E-raamat: Geocryology: Characteristics and Use of Frozen Ground and Permafrost Landforms [Taylor & Francis e-raamat]

  • Formaat: 766 pages
  • Ilmumisaeg: 31-Jul-2020
  • Kirjastus: CRC Press
  • ISBN-13: 9781315166988
  • Taylor & Francis e-raamat
  • Hind: 341,60 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Tavahind: 487,99 €
  • Säästad 30%
  • Formaat: 766 pages
  • Ilmumisaeg: 31-Jul-2020
  • Kirjastus: CRC Press
  • ISBN-13: 9781315166988

This book provides a general survey of Geocryology, which is the study of frozen ground called permafrost. Frozen ground is the product of cold climates as well as a variety of environmental factors. Its major characteristic is the accumulation of large quantities of ice which may exceed 90% by volume. Soil water changing to ice results in ground heaving, while thawing of this ice produces ground subsidence often accompanied by soil flowage. Permafrost is very susceptible to changes in weather and climate as well as to changes in the microenvironment. Cold weather produces contraction of the ground, resulting in cracking of the soil as well as breakup of concrete, rock, etc. Thus permafrost regions have unique landforms and processes not found in warmer lands.

The book is divided into three parts. Part 1 provides an introduction to the characteristics of permafrost. Four chapters deal with its definition and characteristics, the unique processes operating there, the factors affecting it, and its general distribution. Part 2 consists of seven chapters describing the characteristic landforms unique to these areas and the processes involved in their formation. Part 3 discusses the special problems encountered by engineers in construction projects including settlements, roads and railways, the oil and gas industry, mining, and the agricultural and forest industries.

The three authors represent three countries and three language groups, and together have over 120 years of experience of working in permafrost areas throughout the world. The book contains over 300 illustrations and photographs, and includes an extensive bibliography in order to introduce the interested reader to the large current literature.

Finalist of the 2019 PROSE Awards.

Preface xv
About the authors xvii
Acknowledgements xix
Dedication xxi
List of figures xxiii
List of tables xxxix
List of symbols xli
Part I Introduction and characteristics of permafrost 1(144)
1 Definition and description
3(40)
1.1 Introduction
3(4)
1.2 Additional terms originating in Russia
7(1)
1.3 History of permafrost research
8(1)
1.4 Measurement of ground temperature
9(1)
1.5 Conduction, convection and advection
9(1)
1.6 Thermal regimes in regions based on heat conduction
10(5)
1.7 Continentality index
15(1)
1.8 Moisture movement in the active layer during freezing and thawing
16(2)
1.9 Moisture conditions in permafrost ground
18(2)
1.10 Results of freezing moisture
20(2)
1.11 Strength of ice
22(1)
1.12 Cryosols, gelisols, and leptosols
22(1)
1.13 Fragipans
22(2)
1.14 Salinity in permafrost regions
24(4)
1.15 Organic matter
28(2)
1.16 Micro-organisms in permafrost
30(5)
1.16.1 Antarctic permafrost
31(1)
1.16.2 High-latitude permafrost
31(1)
1.16.3 High altitude permafrost in China
32(1)
1.16.4 Phenotypic traits
32(2)
1.16.5 Relation to climate change on the Tibetan plateau
34(1)
1.17 Gas and gas hydrates
35(2)
1.18 Thermokarst areas
37(1)
1.19 Offshore permafrost
38(5)
2 Cryogenic processes where temperatures dip below 0°C
43(42)
2.1 Introduction
43(1)
2.2 The nature of ice and water
43(7)
2.3 Effects of oil pollution on freezing
50(1)
2.4 Freezing and thawing of the active layer in permafrost in equilibrium with a stable climate
51(2)
2.5 Relation of clay mineralogy to the average position of the permafrost table
53(1)
2.6 Ground temperature envelopes in profiles affected by changes in mean annual ground surface temperature (MASGT)
54(4)
2.7 Needle ice
58(1)
2.8 Frost heaving
59(1)
2.9 Densification and thaw settlement
60(1)
2.10 Cryostratigraphy, cryostructures, cryotextures and cryofacies
60(1)
2.11 Ground cracking
61(2)
2.12 Dilation cracking
63(1)
2.13 Frost susceptibility
64(1)
2.14 Cryoturbation, gravity processes and injection structures
65(6)
2.14.1 Cryoturbation
65(4)
2.14.2 Upward injection of sediments from below
69(1)
2.14.3 Load-casting
69(2)
2.15 Upheaving of objects
71(1)
2.16 Upturning of objects
72(1)
2.17 Sorting
73(1)
2.18 Weathering and frost comminution
74(4)
2.19 Karst in areas with permafrost
78(2)
2.20 Seawater density and salinity
80(5)
3 Factors affecting permafrost distribution
85(38)
3.1 Introduction
85(1)
3.2 Climatic factors
85(24)
3.2.1 Heat balance on the surface of the Earth and its effect on the climate
85(6)
3.2.2 Relationship between air and ground temperatures
91(2)
3.2.3 Thermal offset
93(3)
3.2.4 Relation to air masses
96(3)
3.2.5 Precipitation
99(4)
3.2.6 Latitude and longitude
103(2)
3.2.7 Topography and altitude
105(2)
3.2.8 Cold air drainage
107(1)
3.2.9 Buffering of temperatures against change in mountain ranges
108(1)
3.3 Terrain factors
109(14)
3.3.1 Vegetation
109(2)
3.3.2 Hydrology
111(4)
3.3.3 Lakes and water bodies
115(2)
3.3.4 Nature of the soil and rock
117(1)
3.3.5 Fire
118(1)
3.3.6 Glaciers
119(3)
3.3.7 The effects of Man
122(1)
4 Permafrost distribution
123(22)
4.1 Introduction
123(3)
4.2 Zonation of permafrost
126(1)
4.3 Permafrost mapping
127(2)
4.4 Examples of mapping units used
129(1)
4.5 Modeling permafrost distribution
130(1)
4.6 Advances in geophysical methods
131(1)
4.7 Causes of variability reducing the reliability of small-scale maps
131(4)
4.8 Maps of permafrost-related properties based on field observations
135(5)
4.8.1 Permafrost thickness
135(1)
4.8.2 Maps of ice content
135(1)
4.8.3 Water resources locked up in perennially frozen ground
136(3)
4.8.4 Total carbon content
139(1)
4.9 Use of remote sensing and airborne platforms in monitoring environmental conditions and disturbances
140(1)
4.10 Sensitivity to climate change: Hazard zonation
140(2)
4.11 Classification of permafrost stability based on mean annual ground temperature
142(3)
Part II Permafrost Iandforms 145(296)
Introduction
145(4)
5 Frost cracking, ice-wedges, sand, loess and rock tessellons
149(30)
5.1 Introduction
149(4)
5.2 Primary and secondary wedges
153(26)
5.2.1 Primary wedges
153(17)
5.2.1.1 Ice-wedges
153(14)
5.2.1.2 Sand tessellons
167(3)
5.2.1.3 Loess tessellons
170(1)
5.2.1.4 Rock tessellons
170(1)
5.2.2 Secondary wedges
170(34)
5.2.2.1 Ice-wedge casts
171(2)
5.2.2.2 Soil wedges
173(6)
6 Massive ground ice in lowlands
179(34)
6.1 Introduction
179(2)
6.2 Distribution of massive icy beds in surface sediments
181(1)
6.3 Sources of the sediments
182(1)
6.4 Deglaciation of the Laurentide ice sheet
183(3)
6.5 Methods used to determine the origin of the massive icy beds
186(1)
6.6 Massive icy beds interpreted as being formed by cryosuction
186(1)
6.7 Massive icy beds that may represent stagnant glacial ice
187(2)
6.8 Other origins of massive icy beds
189(1)
6.9 Ice complexes including yedoma deposits
189(1)
6.10 Conditions for growth of thick ice-wedges
190(2)
6.11 The mechanical condition of the growth of ice-wedges and its connection to the properties of the surrounding sediments
192(1)
6.12 Buoyancy of ice-wedges
193(2)
6.13 Summary of the ideas explaining yedoma evolution
195(1)
6.14 Aufeis
195(3)
6.15 Perennial ice caves
198(2)
6.16 Types of ice found in perennial ice caves
200(2)
6.17 Processes involved in the formation of perennial ice caves
202(2)
6.18 Cycles of perennial cave evolution
204(3)
6.18.1 Perennial ice caves in deep hollows
204(1)
6.18.2 Sloping caves with two entrances
205(1)
6.18.3 Perennial ice caves with only one main entrance but air entering through cracks and joints in the bedrock walls
206(1)
6.18.4 Perennial ice caves with only one main entrance and no other sources of cooling
206(1)
6.19 Ice caves in subtropical climates
207(3)
6.20 Massive blocks of ice in bedrock or soil
210(3)
7 Permafrost mounds
213(54)
7.1 Introduction
213(1)
7.2 Mounds over 2.5 m diameter
214(35)
7.2.1 Mounds formed predominantly of injection ice
215(14)
7.2.1.1 Pingo mounds
215(1)
7.2.1.2 Hydrostatic or closed system pingos
216(2)
7.2.1.3 Hydraulic or open system pingos
218(4)
7.2.1.4 Pingo plateaus
222(3)
7.2.1.5 Seasonal frost mounds
225(1)
7.2.1.6 Icing blisters
226(2)
7.2.1.7 Perennial mounds of uncertain origin
228(1)
7.2.1.8 Similar mounds that can be confused with injection phenomena
228(1)
7.2.2 Mounds formed dominantly by cryosuction
229(15)
7.2.2.1 Palsas
230(1)
7.2.2.1.1 Palsas in maritime climates
231(1)
7.2.2.1.2 Palsas in cold, continental climates
234(1)
7.2.2.1.3 Lithalsas
239(1)
7.2.2.1.4 Palsa/Lithalsa look-alikes
243(1)
7.2.3 Mounds formed by the accumulation of ice in the thawing fringe: Peat plateaus
244(5)
7.3 Cryogenic mounds less than 2.5 m in diameter
249(18)
7.3.1 Oscillating hummocks
252(4)
7.3.2 Thufurs
256(4)
7.3.3 Silt-cycling hummocks
260(1)
7.3.4 Niveo-aeolian hummocks
261(2)
7.3.5 Similar-looking mounds of uncertain origin
263(1)
7.3.6 String bogs
264(1)
7.3.7 Pounus
265(2)
8 Mass wasting of fine-grained materials in cold climates
267(48)
8.1 Introduction
267(1)
8.2 Classification of mass wasting
267(2)
8.3 Slow flows
269(18)
8.3.1 Cryogenic creep
269(10)
8.3.1.1 Needle ice creep
270(2)
8.3.1.2 Frost heave and frost creep
272(2)
8.3.1.3 Gelifluction
274(2)
8.3.1.4 Other creep-type contributions to downslope movement of soil
276(3)
8.3.2 Landforms produced by cryogenic slow flows in humid areas
279(5)
8.3.3 Landforms developed by cryogenic flows in more arid regions
284(3)
8.4 Cryogenic fast flows
287(26)
8.4.1 Cryogenic debris flows
287(9)
8.4.2 Cryogenic slides and slumps
296(1)
8.4.3 Cryogenic composite slope failures
297(25)
8.4.3.1 Active-layer detachment slides
298(2)
8.4.3.2 Retrogressive thaw failures
300(4)
8.4.3.3 Snow avalanches and slushflows
304(1)
8.4.3.3.1 Snow avalanches
306(1)
8.4.3.3.2 Slush avalanches
310(3)
8.5 Relative effect in moving debris downslope in the mountains
313(2)
9 Landforms consisting of blocky materials in cold climates
315(52)
9.1 Introduction
315(1)
9.2 Source of the blocks
315(2)
9.3 Influence of rock type
317(1)
9.4 Weathering products
318(1)
9.5 Biogenic weathering
319(1)
9.6 Fate of the soluble salts produced by chemical and biogenic weathering
320(1)
9.7 Rate of cliff retreat
321(1)
9.8 Landforms resulting from the accumulation of predominantly blocky materials in cryogenic climates
322(11)
9.8.1 Cryogenic block fields
322(4)
9.8.1.1 Measurement of rates of release of blocks on slopes
326(1)
9.8.2 Cryogenic block slopes and fans
326(3)
9.8.3 Classification of cryogenic talus slopes
329(3)
9.8.3.1 Coarse blocky talus slopes
331(1)
9.8.4 Protection of infrastructure from falling rock
332(1)
9.9 Talus containing significant amounts of finer material
333(16)
9.9.1 Rock glaciers
334(6)
9.9.1.1 Sedimentary composition and structure of active rock glaciers
337(1)
9.9.1.2 Origin of the ice in active rock glaciers
338(1)
9.9.1.3 Relationship to vegetation
339(1)
9.9.2 Movement of active rock glaciers
340(5)
9.9.2.1 Horizontal movement
340(1)
9.9.2.2 Movement of the front
341(4)
9.9.3 Distribution of active rock glaciers
345(2)
9.9.4 Inactive and fossil rock glaciers
347(1)
9.9.5 Streams flowing from under rock glaciers
348(1)
9.10 Cryogenic block streams
349(16)
9.10.1 Characteristics
351(3)
9.10.2 Classification
354(19)
9.10.2.1 Siberian active dynamic block streams - kurums
355(2)
9.10.2.2 The Tibetan type of active dynamic block streams
357(2)
9.10.2.3 Active cryogenic lag block streams
359(1)
9.10.2.4 Inactive, relict block streams
359(6)
9.11 Surface appearance of blocky landforms
365(2)
10 Cryogenic patterned ground
367(30)
10.1 Introduction
367(1)
10.2 Forms of cryogenic patterned ground
368(1)
10.3 Factors affecting the development of cryogenic patterned ground
369(4)
10.4 Macroforms of cryogenic patterned ground
373(14)
10.4.1 Cryogenic nonsorted circles
374(7)
10.4.1.1 Cryogenic mudboils
375(1)
10.4.1.1.1 Arctic mudboils
376(1)
10.4.1.1.2 Subarctic mudboils
379(2)
10.4.1.2 Xeric nonsorted circles
381(3)
10.4.1.3 Nonsorted circles in maritime climates
384(1)
10.4.1.4 Frost boils
385(1)
10.4.1.5 Plug circles
386(1)
10.5 Cryogenic sorted patterned ground
387(6)
10.5.1 Cryogenic sorted circles
388(3)
10.5.2 Cryogenic sorted polygons, and nets
391(14)
10.5.2.1 Sorted stripes
391(1)
10.5.2.2 Stone pits
392(1)
10.6 Identification of active versus inactive forms of macro-sorted patterns
393(1)
10.7 Microforms of cryogenic patterned ground
394(3)
11 Thermokarst and thermal erosion
397(44)
11.1 Introduction
397(3)
11.2 Causes of thermokarst
400(2)
11.3 Cavity development in permafrost
402(1)
11.4 Effect of thermokarst on soil
403(2)
11.5 Thermokarst landforms
405(19)
11.5.1 Thermokarst pits
406(1)
11.5.2 Thermokarst mounds
407(2)
11.5.3 Pingo, palsa and lithalsa scars
409(2)
11.5.4 Beaded streams
411(1)
11.5.5 Thermokarst lakes
412(3)
11.5.6 Oriented lakes
415(2)
11.5.7 Alases
417(1)
11.5.8 Cycle of alas formation
418(6)
11.6 Thermokarst and thermal erosion along river banks
424(5)
11.6.1 Ice jams
425(4)
11.7 Thermal erosion and thermokarst processes along sea coasts
429(6)
11.7.1 Effects of seasonal sea ice
430(3)
11.7.2 Effects of geology
433(1)
11.7.3 Topographic effects
433(1)
11.7.4 Sea conditions
434(1)
11.7.5 Deposition of sediments
435(1)
11.8 Processes involved in the erosion of ice-rich arctic coastal sediments
435(4)
11.9 Importance of coastal erosion of sediments containing permafrost
439(2)
Part III Use of permafrost areas 441(196)
Introduction
441(4)
12 The mechanics of frozen soils
445(20)
12.1 Introduction
445(1)
12.2 Strains and stresses in the freezing and thawing of soils resulting in frost heaving
445(11)
12.3 Rheological processes
456(4)
12.4 Frost susceptibility
460(5)
13 Foundations in permafrost regions: building stability
465(36)
13.1 Introduction
465(3)
13.2 The effect of construction on permafrost stability
468(2)
13.3 Choice of method of construction
470(1)
13.4 Building materials
471(1)
13.5 Timing of construction
472(1)
13.6 Types of foundations
473(28)
13.6.1 Pads
473(1)
13.6.2 Slabs and rafts
474(1)
13.6.3 Sills
475(1)
13.6.4 Spread footings
476(1)
13.6.5 Piles
477(5)
13.6.6 Thermosiphons
482(7)
13.6.7 Artificial refrigeration
489(1)
13.6.8 Ventilation ducts
490(2)
13.6.9 Angle of slope of the embankment sides
492(1)
13.6.10 Snow removal
492(1)
13.6.11 The diode effect: use of rocks
493(3)
13.6.12 Shading
496(1)
13.6.13 Insulation
497(1)
13.6.14 Use of geotextiles and waterproof plastics
498(3)
14 Roads, railways and airfields
501(42)
14.1 Introduction
501(1)
14.2 The problems
501(1)
14.3 Types of roads
502(2)
14.4 Experimental embankments
504(1)
14.5 Winter roads
505(2)
14.6 Environmental effects of winter roads
507(1)
14.7 Embankment heights
508(1)
14.8 Unpaved embankments
509(9)
14.9 Main problems with embankment stability
518(6)
14.10 Concrete versus ballast railway tracks
524(3)
14.11 Paving of road and airfield runways
527(2)
14.12 Use of white paint
529(1)
14.13 Bridges
530(2)
14.14 Icings
532(6)
14.15 Cut slopes
538(1)
14.16 Airfield construction
538(5)
15 Oil and gas industry
543(34)
15.1 Introduction
543(1)
15.2 Oil and gas exploration
543(3)
15.3 Drilling rigs
546(1)
15.4 Production and keeper wells
547(2)
15.5 Sump problems
549(1)
15.6 Pipelines
550(16)
15.6.1 Buried mode
551(8)
15.6.2 Pipelines on piles
559(4)
15.6.2.1 Design parameters
563(1)
15.6.2.2 Construction methods
564(1)
15.6.2.3 Failures in the buried section
564(2)
15.7 Monitoring
566(1)
15.8 Compressor stations
566(3)
15.9 Pipeline crossings
569(2)
15.10 Effects of heat advection from producing wells
571(1)
15.11 Gas hydrates in permafrost ice
571(6)
16 Mining in permafrost areas
577(20)
16.1 Introduction
577(1)
16.2 Placer mining
577(3)
16.3 Open cast/pit mining
580(7)
16.3.1 Exploration
582(1)
16.3.2 Extraction of the ore
582(5)
16.4 Underground mining
587(3)
16.4.1 Transport of the ore around the mine
589(1)
16.4.2 Support facilities
590(1)
16.5 Waste materials and tailings ponds
590(7)
16.5.1 Toxic wastes
592(5)
17 Provision of utilities
597(20)
17.1 Introduction
597(1)
17.2 Water supply
598(9)
17.2.1 Sources of water
598(2)
17.2.2 Dams to impound water on permafrost
600(2)
17.2.3 Municipal water storage
602(1)
17.2.4 Water treatment
602(1)
17.2.5 Water requirements
603(1)
17.2.6 Transportation methods for water and waste water
604(3)
17.3 Waste disposal
607(3)
17.3.1 Wastewater treatment and disposal
607(3)
17.3.1.1 Undiluted wastes
608(1)
17.3.1.2 Moderately diluted wastes
608(1)
17.3.1.3 Conventional strength wastewater
609(1)
17.3.1.4 Very dilute waste water
609(1)
17.3.2 Solid waste disposal
610(1)
17.4 Electric transmission lines
610(7)
17.4.1 Foundation problems for transmission lines built on permafrost
611(3)
17.4.2 Transmission tower foundation types
614(3)
18 Agriculture and forestry
617(20)
18.1 Introduction
617(4)
18.2 Zonation of natural vegetation across Siberia
621(2)
18.3 Zonation of natural vegetation in North America
623(2)
18.4 Southern and Eastern Kazakhstan, Mongolia and the Qinghai-Tibet Plateau
625(1)
18.5 The Eichfeld zones
626(4)
18.5.1 Eichfeld zone I
627(1)
18.5.2 Eichfeld zone II
627(2)
18.5.3 Eichfeld zone III
629(1)
18.5.3.1 The northern Taiga
629(1)
18.6 Asian steppe grasslands and deserts
630(2)
18.7 The development of modern agriculture in permafrost areas
632(1)
18.8 Forestry
633(1)
18.9 Potential effects of climate changes
634(3)
References 637(118)
Subject index 755
Stuart Arthur Harris was born in 1931, in Cheltenham, England. He earned the degrees of B. Sc. (Honours), M.Sc. and Ph.D. in Geology and D.Sc. in Geography from Queen Mary University, University of London. During his National Service, he advised the Chief Engineers Branch, British Troops Egypt and the Arab Legion Engineers in Jordan, solving problems in geology, water supply and engineering. Subsequently, he was a soil surveyor for the consulting firm, Hunting Technical Services, before becoming Government Soil Surveyor in Guyana. He taught in the geography Departments of the University of Chicago, Wilfred Laurier University, and the University of Kansas before joining the University of Calgary in 1969. The National Research Council of Canada asked him to study the relationship of climate to permafrost in 1973, and he mapped the permafrost distribution from Northern New Mexico to Inuvik, Northwest Territories. Subsequently, he carried out detailed studies of the permafrost landforms and processes in northwest Canada, as well as on the Tibetan Plateau, China. He has carried out field work in Iceland, the Alps, Poland, Russia, China, Mongolia, New Zealand and Kazakhstan, publishing over 200 papers, books and reports. The Russian Geographical Society awarded him the Nikolai Mihailovich Prjevalsky Medal for his research on Alpine permafrost in 1996. He has also organised three International Field Trips in the Rocky Mountains for overseas scientists in connection with International meetings in Canada.



Professor Anatoli Brouchkov was born April 18, 1957 and raised in Khatanga of Arctic Siberia. He obtained his Ph.D and D.Sc degrees from the Geocryology Department of Geology Faculty of Lomonosov Moscow State University, studying under the tutelage of some of the recent famous Russian permafrost scientists such as V.A. Kudryavtsev, S.S. Vyalov, E. D. Yershov and N. N. Romanovski. Over the years, he has run a geocryological laboratory for the Russian Academy of Sciences as well as an underground permafrost laboratory in Amderma, involving research all over the Russian Arctic. He has specialized in the study of the effects of salinity on the properties of frozen ground and the effects of climate change on permafrost. He has also carried out a research on the survival of microorganisms in permafrost. In addition, he has acted as a geocryological consultant to Gazprom and other Russian and international companies, and a permafrost expert for World Meteorological Organization. He was a professor at Hokkaido University (Japan, 20012004) and Tyumen State University (since 2005), publishing over 150 papers and books. In 2010, he succeeded the late Edward Yershov as Professor and Head of the Geocryology Department of Moscow State University.



Academician Cheng Guodong was born in 1943 in Shanghai, China. He earned his B.Sc. at Beijing Geology College (China University of Geosciences), and carried out fundamental research in the CREEL laboratories at Hanover, New Hampshire, before returning to China. Guodong became an Academician of the Chinese Academy of Sciences in 1993. He was responsible for reorganizing the Institute of Glaciology and Geocryology of the Chinese Academy of Sciences to form the Cold and Arid Regions Environmental and Engineering Research Institute. He has led the research very successfully, thus enabling the modernization of the construction techniques in the permafrost areas of China during the last 15 years. One of his most important achievements was the development of the most effective methods of cooling the beds of linear transportation routes using blocks of rock. He has written eight books, and his name appears below the title of numerous papers dealing with the use of permafrost lands. He has received many awards in China, as well as being the recipient of one of the first three IPA Lifetime Achievement awards by the International Permafrost Association.