Ground FreezingHans L. Jessberger Elsevier, 02/12/2012 - 558 من الصفحات Developments in Geotechnical Engineering Volume 26: Ground Freezing presents the proceedings of the First International Symposium on Ground Freezing, held in Bochum, Germany on March 8-10, 1978. It summarizes progress in the application of the ground freezing technique in geotechnical engineering, with a focus on engineering with frozen soils and related frost research problems. It includes papers that discuss phase transformation of water, thermodynamics, heat and mass transfer, and mathematical models. The laboratory and theoretical studies of thermophysical and mechanical properties are discussed as well. Organized into 43 chapters, this volume begins with an overview of the freezing and thawing of soils, earth, and rock, and the engineering applications of the favorable properties of frozen ground. It then discusses the mechanical properties of artificially frozen soil for construction purposes, the principles of mechanical and thermal behavior of frozen soil, and the design and calculation of frozen soil-structures. Furthermore, it explains the calculation and dimensioning of refrigeration plants and monitoring of frost penetration. The methods and instrumentation for determining the locations of boundaries of frozen soils and the factors affecting the formation of soil cryogenic textures upon artificial active and passive soil freezing are described. The book also details the influence of salts in the pore water in freezing soils and explains how clay microstructure affects the amount of unfrozen water. In addition, it presents the physicomechanical and thermomechanical properties of frozen coarse-grained soil with sandy clay aggregate. This book will be a valuable source of information for scientists and engineers. |
المحتوى
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CHAPTER 6 FROST HEAVE OF UNSATURATED LOAMY SOIL UNDER FIELD CONDITIONS | 53 |
CHAPTER 7 EFFECT OF THE RATE OF HEAT REMOVAL ON THE RATE OF FROST HEAVING | 63 |
CHAPTER 8 EFFECT OF FREEZING AND THAWING ON THE PERMEABILITY AND STRUCTURE OF SOILS | 73 |
CHAPTER 23 PRESSURE OF THAWING SOILS ON THE CONCRETE LINING OF VERTICAL MINE SHAFTS | 277 |
CHAPTER 24 SOME ASPECTS OF ARTIFICIAL THAWING OF FROZEN SOILS | 287 |
CHAPTER 25 ICE BEHAVIOUR UNDER LOAD | 299 |
CHAPTER 26 THERMAL AND RHEOLOGICAL COMPUTATIONS FOR ARTIFICIALLY FROZEN GROUND CONSTRUCTION | 311 |
CHAPTER 27 STABILITY OF MINE WORKINGS IN FROZEN SOILS | 339 |
CHAPTER 28 CREEP STRESS ANALYSIS OF FROZEN SOILS UNDER MULTIAXIAL STATES OF STRESS | 353 |
CHAPTER 29 STRENGTH ANALYSIS OF THE FROZENGROUND ENCLOSURE OF A LOWTEMPERATURE STORAGE RESERVOIR FOR LIQ... | 367 |
CHAPTER 30 DESIGN OF TUNNEL SUPPORT SYSTEMS USING GROUND FREEZING | 375 |
CHAPTER 9 SEGREGATION FREEZING AS THE CAUSE OF SUCTION FORCE FOR ICE LENS FORMATION | 93 |
CHAPTER 10 EQUATIONS OF FROST PROPAGATION IN UNSATURATED POROUS MEDIA | 101 |
CHAPTER 11 THE EFFECT OF ITERATION FREQUENCY ON A NUMERICAL MODEL OF NEARSURFACE ICE SEGREGATION | 111 |
CHAPTER 12 CRYOGENIC TEXTURE AND STRENGTH ASPECTS OF ARTIFICIALLY FROZEN SOILS | 125 |
CHAPTER 13 PREDICTION OF SALT INFLUENCE ON UNFROZEN WATER CONTENT IN FROZEN SOILS | 137 |
CHAPTER 14 UNFROZEN WATER AS A FUNCTION OF CLAY MICROSTRUCTURE | 157 |
CHAPTER 15 INTERRELATIONSHIP OF THE PRINCIPAL PHYSICOMECHANICAL AND THERMOPHYSICAL PROPERTIES OF COARSEGR... | 163 |
CHAPTER 16 ICE LENS STRUCTURES COMPRESSION STRENGTHS AND CREEP BEHAVIOR OF SOME SYNTHETIC FROZEN SILTY SOILS | 169 |
CHAPTER 17 CREEP BEHAVIOUR OF FROZEN SOILS IN UNIAXIAL COMPRESSION TESTS | 185 |
CHAPTER 18 CREEP CHARACTERISTICS OF FROZEN SOILS | 197 |
CHAPTER 19 EFFECT OF SPECIMEN SHAPE ON CREEP RESPONSE OF A FROZEN SAND | 207 |
CHAPTER 20 STRAIN RATE EFFECT ON THE COMPRESSIVE STRENGTH OF FROZEN SAND | 223 |
CHAPTER 21 CYCLIC TRIAXIAL TESTS ON FROZEN SAND | 233 |
CHAPTER 22 EFFECT OF FREEZETHAW CYCLES ON RESILIENT PROPERTIES OF FINE GRAINED SOILS | 247 |
CHAPTER 31 LARGESCALE FREEZING WORK FOR SUBWAY CONSTRUCTION IN JAPAN | 397 |
CHAPTER 32 THE SOILFREEZING METHOD FOR LARGE TUNNEL CONSTRUCTIONS | 417 |
CHAPTER 33 SUBWAY CONSTRUCTION IN STUTTGART UNDER PROTECTION OF A FROZEN SOIL ROOF | 425 |
CHAPTER 34 GROUND FREEZING FOR SUPPORT OF OPEN EXCAVATIONS | 429 |
CHAPTER 35 GROUND FREEZING MONITORING TECHNIQUES | 455 |
CHAPTER 36 GROUND CONSOLIDATION WITH LIQUID NITROGEN LN2 | 473 |
CHAPTER 37 USES AND LIMITATIONS OF GROUND FREEZING WITH LIQUID NITROGEN | 485 |
CHAPTER 38 NATURAL FROST IN IMPROVEMENT OF CONSTRUCTION PROPERTIES OF GROUND IN HYDROENGINEERING AND INDU... | 495 |
CHAPTER 39 FROST PROTECTION OF RAILWAY LINES | 505 |
CHAPTER 40 JOINTING OF TWO TUNNEL SHIELDS USING ARTIFICIAL UNDERGROUND FREEZING | 519 |
CHAPTER 41 CONVERSION OF ABANDONED COLLIERIES IN SOUTHERN BELGIUM INTO LOWPRESSURE GAS STORAGE UNITS WITH ... | 531 |
CHAPTER 42 APPLICATION OF THE GROUNDFREEZING METHOD TO PENETRATE A SEQUENCE OF WATERBEARING AND DRY FORM... | 541 |
CHAPTER 43 CONSTRUCTION OF A SEWER IN ARTIFICIALLY FROZEN GROUND | 547 |
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عبارات ومصطلحات مألوفة
applied asphalt concrete axial strain behavior borehole brine calculated compression tests compressive strength confining pressure construction creep curves creep tests CRREL damping ratio deformation density depth determined deviator stress diameter displacement drilling effect engineering equation excavation experimental freeze pipes freezing and thawing freezing front frost heaving frost penetration frozen earth frozen ground frozen sand frozen soil frozen wall ground freezing ground surface groundwater Hanover silt horizontal ice lenses increase installed kg/cm² laboratory layer lining liquid nitrogen load material measured method moisture content montmorillonite Morin clay obtained overburden pressure parameters particles permafrost permeability platens Poisson's ratio Proc properties rate of frost refrigeration resilient modulus samples Scientific Publishing Company shaft shown silty specimen strain rate stress-strain structure subgrade thawed soil thermal thermosiphons thickness tion tube tunnel U.S. Army unfrozen water content uniaxial vertical void ratio Vyalov Young's modulus zone
