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ºËÐÄÌáʾ£º×ÛºÏÀà´óµØ¹¤³Ìgeotechnical engineering ×ÛºÏÀà·´·ÖÎö·¨back analysis method ×ÛºÏÀà»ù´¡¹¤³Ìfoundation engineering ×ÛºÏÀàÁÙ½ç״̬ÍÁÁ¦Ñ§critical state soil mechanics ×ÛºÏÀàÊýÖµÑÒÍÁÁ¦Ñ§numerical geomechanics ×ÛºÏÀàÍÁsoil, earth ×ÛºÏÀàÍÁ¶¯Á¦Ñ§soil dynamics

  ×ÛºÏÀà´óµØ¹¤³Ìgeotechnical engineering
  ×ÛºÏÀà·´·ÖÎö·¨back analysis method
  ×ÛºÏÀà»ù´¡¹¤³Ìfoundation engineering
  ×ÛºÏÀàÁÙ½ç״̬ÍÁÁ¦Ñ§critical state soil mechanics
  ×ÛºÏÀàÊýÖµÑÒÍÁÁ¦Ñ§numerical geomechanics
  ×ÛºÏÀàÍÁsoil, earth
  ×ÛºÏÀàÍÁ¶¯Á¦Ñ§soil dynamics
  ×ÛºÏÀàÍÁÁ¦Ñ§soil mechanics
  ×ÛºÏÀàÑÒÍÁ¹¤³Ìgeotechnical engineering
  ×ÛºÏÀàÓ¦Á¦Â·¾¶stress path
  ×ÛºÏÀàÓ¦Á¦Â·¾¶·¨stress path method
  ¹¤³ÌµØÖʼ°¿±²ì±äÖÊÑÒmetamorphic rock
  ¹¤³ÌµØÖʼ°¿±²ì±ê×¼¶³Éîstandard frost penetration
  ¹¤³ÌµØÖʼ°¿±²ì±ù´¨³Á»ýglacial deposit
  ¹¤³ÌµØÖʼ°¿±²ì±ù»ý²ã£¨Ì¨£©glacial deposit
  ¹¤³ÌµØÖʼ°¿±²ì²Ð»ýÍÁeluvial soil, residual soil
  ¹¤³ÌµØÖʼ°¿±²ì²ãÀíbeding
  ¹¤³ÌµØÖʼ°¿±²ì³¤Ê¯feldspar
  ¹¤³ÌµØÖʼ°¿±²ì³Á»ýÑÒsedimentary rock
  ¹¤³ÌµØÖʼ°¿±²ì³Ðѹˮconfined water
  ¹¤³ÌµØÖʼ°¿±²ì´ÎÉú¿óÎïsecondary mineral
  ¹¤³ÌµØÖʼ°¿±²ìµØÖÊÄê´úgeological age
  ¹¤³ÌµØÖʼ°¿±²ìµØÖÊͼgeological map
  ¹¤³ÌµØÖʼ°¿±²ìµØÏÂË®groundwater
  ¹¤³ÌµØÖʼ°¿±²ì¶Ï²ãfault
  ¹¤³ÌµØÖʼ°¿±²ì¶ÏÁѹ¹Ôìfracture structure
  ¹¤³ÌµØÖʼ°¿±²ì¹¤³ÌµØÖÊ¿±²ìengineering geological exploration
  ¹¤³ÌµØÖʼ°¿±²ìº£»ý²ã£¨Ì¨£©marine deposit
  ¹¤³ÌµØÖʼ°¿±²ìº£Ïà³Á»ýmarine deposit
  ¹¤³ÌµØÖʼ°¿±²ì»¨¸ÚÑÒgranite
  ¹¤³ÌµØÖʼ°¿±²ì»¬ÆÂlandslide
  ¹¤³ÌµØÖʼ°¿±²ì»¯Ê¯fossil
  ¹¤³ÌµØÖʼ°¿±²ì»¯Ñ§³Á»ýÑÒchemical sedimentary rock
  ¹¤³ÌµØÖʼ°¿±²ì½×µØterrace
  ¹¤³ÌµØÖʼ°¿±²ì½ÚÀíjoint
  ¹¤³ÌµØÖʼ°¿±²ì½âÀícleavage
  ¹¤³ÌµØÖʼ°¿±²ì¿¦Ë¹ÌØkarst
  ¹¤³ÌµØÖʼ°¿±²ì¿óÎïÓ²¶Èhardness of minerals
  ¹¤³ÌµØÖʼ°¿±²ìÀùÑÒconglomerate
  ¹¤³ÌµØÖʼ°¿±²ìÁ÷»¬flow slide
  ¹¤³ÌµØÖʼ°¿±²ì½Ïà³Á»ýcontinental sedimentation
  ¹¤³ÌµØÖʼ°¿±²ìÄàʯÁ÷mud flow, debris flow
  ¹¤³ÌµØÖʼ°¿±²ìÄêÕ³ÍÁ¿óÎïclay minerals
  ¹¤³ÌµØÖʼ°¿±²ìÄý»ÒÑÒtuff
  ¹¤³ÌµØÖʼ°¿±²ìÅ£éîºþox-bow lake
  ¹¤³ÌµØÖʼ°¿±²ìdz³ÉÑÒhypabyssal rock
  ¹¤³ÌµØÖʼ°¿±²ìDZˮground water
  ¹¤³ÌµØÖʼ°¿±²ìÇÖÈëÑÒintrusive rock
  ¹¤³ÌµØÖʼ°¿±²ìÈ¡ÍÁÆ÷geotome
  ¹¤³ÌµØÖʼ°¿±²ìɰÑÒsandstone
  ¹¤³ÌµØÖʼ°¿±²ìɰ×ìspit, sand spit
  ¹¤³ÌµØÖʼ°¿±²ìɽÑÒѹÁ¦rock pressure
  ¹¤³ÌµØÖʼ°¿±²ìÉî³ÉÑÒplutionic rock
  ¹¤³ÌµØÖʼ°¿±²ìʯ»ÒÑÒlimestone
  ¹¤³ÌµØÖʼ°¿±²ìʯӢquartz
  ¹¤³ÌµØÖʼ°¿±²ìËÉÉ¢¶Ñ»ýÎïrickle
  ¹¤³ÌµØÖʼ°¿±²ìΧÏÞµØÏÂË®£¨Ì¨£©confined ground water
  ¹¤³ÌµØÖʼ°¿±²ìкºþlagoon
  ¹¤³ÌµØÖʼ°¿±²ìÑÒ±¬rock burst
  ¹¤³ÌµØÖʼ°¿±²ìÑÒ²ã²ú×´attitude of rock
  ¹¤³ÌµØÖʼ°¿±²ìÑÒ½¬ÑÒmagmatic rock, igneous rock
  ¹¤³ÌµØÖʼ°¿±²ìÑÒÂödike, dgke
  ¹¤³ÌµØÖʼ°¿±²ìÑÒʯ·ç»¯³Ì¶Èdegree of rock weathering
  ¹¤³ÌµØÖʼ°¿±²ìÑÒʯ¹¹Ôìstructure of rock
  ¹¤³ÌµØÖʼ°¿±²ìÑÒʯ½á¹¹texture of rock
  ¹¤³ÌµØÖʼ°¿±²ìÑÒÌårock mass
  ¹¤³ÌµØÖʼ°¿±²ìÒ³ÑÒshale
  ¹¤³ÌµØÖʼ°¿±²ìÔ­Éú¿óÎïprimary mineral
  ¹¤³ÌµØÖʼ°¿±²ìÔÆÄ¸mica
  ¹¤³ÌµØÖʼ°¿±²ìÔìÑÒ¿óÎïrock-forming mineral
  ¹¤³ÌµØÖʼ°¿±²ìñÞÖåfold, folding
  ¹¤³ÌµØÖʼ°¿±²ì×ê¿×Öù״ͼbore hole columnar section
  ÍÁµÄ·ÖÀà±¥ºÍÍÁsaturated soil
  ÍÁµÄ·ÖÀ೬¹Ì½áÍÁoverconsolidated soil
  ÍÁµÄ·ÖÀà³åÌîÍÁdredger fill
  ÍÁµÄ·ÖÀà³äÖØËÜÍÁ
  ÍÁµÄ·ÖÀà¶³ÍÁfrozen soil, tjaele
  ÍÁµÄ·ÖÀà·Ç±¥ºÍÍÁunsaturated soil
  ÍÁµÄ·ÖÀà·ÖÉ¢ÐÔÍÁdispersive soil
  ÍÁµÄ·ÖÀà·ÛÍÁsilt, mo
  ÍÁµÄ·ÖÀà·ÛÖÊÕ³ÍÁsilty clay
  ÍÁµÄ·ÖÀà¸ßÁëʯkaolinite
  ÍÁµÄ·ÖÀà¹ýѹÃÜÍÁ£¨Ì¨£©overconsolidated soil
  ÍÁµÄ·ÖÀàºìÕ³ÍÁred clay, adamic earth
  ÍÁµÄ·ÖÀà»ÆÍÁloess, huangtu(China)
  ÍÁµÄ·ÖÀàÃÉÍÑʯmontmorillonite
  ÍÁµÄ·ÖÀàÄàÌ¿peat, bog muck
  ÍÁµÄ·ÖÀàÄêÕ³ÍÁclay
  ÍÁµÄ·ÖÀàÄêÕ³ÐÔÍÁcohesive soil, clayey soil
  ÍÁµÄ·ÖÀàÅòÕÍÍÁexpansive soil, swelling soil
  ÍÁµÄ·ÖÀàÇ·¹Ì½áÕ³ÍÁunderconsolidated soil
  ÍÁµÄ·ÖÀàÇøÓòÐÔÍÁzonal soil
  ÍÁµÄ·ÖÀàÈ˹¤ÌîÍÁfill, artificial soil
  ÍÁµÄ·ÖÀàÈíÕ³ÍÁsoft clay, mildclay, mickle
  ÍÁµÄ·ÖÀàɰÍÁsand
  ÍÁµÄ·ÖÀàʪÏÝÐÔ»ÆÍÁcollapsible loess, slumping loess
  ÍÁµÄ·ÖÀàËØÌîÍÁplain fill
  ÍÁµÄ·ÖÀàËÜÐÔͼplasticity chart
  ÍÁµÄ·ÖÀàËéʯÍÁstone, break stone, broken stone, channery, chat, crushed stone, deritus
  ÍÁµÄ·ÖÀàδѹÃÜÍÁ£¨Ì¨£©underconsolidated clay
  ÍÁµÄ·ÖÀàÎÞÕ³ÐÔÍÁcohesionless soil, frictional soil, non-cohesive soil
  ÍÁµÄ·ÖÀàÑÒʯrock
  ÍÁµÄ·ÖÀàÒÁÀûÍÁillite
  ÍÁµÄ·ÖÀàÓлúÖÊÍÁorganic soil
  ÍÁµÄ·ÖÀàÓÙÄàmuck, gyttja, mire, slush
  ÍÁµÄ·ÖÀàÓÙÄàÖÊÍÁmucky soil
  ÍÁµÄ·ÖÀàÔ­×´ÍÁundisturbed soil
  ÍÁµÄ·ÖÀàÔÓÌîÍÁmiscellaneous fill
  ÍÁµÄ·ÖÀàÕý³£¹Ì½áÍÁnormally consolidated soil
  ÍÁµÄ·ÖÀàÕý³£Ñ¹ÃÜÍÁ£¨Ì¨£©normally consolidated soil
  ÍÁµÄ·ÖÀà×ÔÖØÊªÏÝÐÔ»ÆÍÁself weight collapse loess
  ÍÁµÄÎïÀíÐÔÖʰ¢Ì«±¤½çÏÞAtterberg limits
  ÍÁµÄÎïÀíÐÔÖʱ¥ºÍ¶Èdegree of saturation
  ÍÁµÄÎïÀíÐÔÖʱ¥ºÍÃܶÈsaturated density
  ÍÁµÄÎïÀíÐÔÖʱ¥ºÍÖØ¶Èsaturated unit weight
  ÍÁµÄÎïÀíÐÔÖʱÈÖØspecific gravity
  ÍÁµÄÎïÀíÐÔÖʳí¶Èconsistency
  ÍÁµÄÎïÀíÐÔÖʲ»¾ùÔÈϵÊýcoefficient of uniformity, uniformity coefficient
  ÍÁµÄÎïÀíÐÔÖÊ´¥±äthixotropy
  ÍÁµÄÎïÀíÐÔÖʵ¥Á£½á¹¹single-grained structure
  ÍÁµÄÎïÀíÐÔÖÊ·äÎѽṹhoneycomb structure
  ÍÁµÄÎïÀíÐÔÖʸÉÖØ¶Èdry unit weight
  ÍÁµÄÎïÀíÐÔÖʸÉÃܶÈdry density
  ÍÁµÄÎïÀíÐÔÖÊËÜÐÔÖ¸Êýplasticity index
  ÍÁµÄÎïÀíÐÔÖʺ¬Ë®Á¿water content, moisture content
  ÍÁµÄÎïÀíÐÔÖÊ»îÐÔÖ¸Êý
  ÍÁµÄÎïÀíÐÔÖʼ¶Åägradation, grading
  ÍÁµÄÎïÀíÐÔÖʽáºÏË®bound water, combined water, held water
  ÍÁµÄÎïÀíÐÔÖʽçÏÞº¬Ë®Á¿Atterberg limits
  ÍÁµÄÎïÀíÐÔÖÊ¿ÅÁ£¼¶Åäparticle size distribution of soils, mechanical composition of soil
  ÍÁµÄÎïÀíÐÔÖÊ¿ÉËÜÐÔplasticity
  ÍÁµÄÎïÀíÐÔÖÊ¿×϶±Èvoid ratio
  ÍÁµÄÎïÀíÐÔÖÊ¿×϶ÂÊporosity
  ÍÁµÄÎïÀíÐÔÖÊÁ£¶Ègranularity, grainness, grainage
  ÍÁµÄÎïÀíÐÔÖÊÁ£×éfraction, size fraction
  ÍÁµÄÎïÀíÐÔÖÊëϸ¹ÜË®capillary water
  ÍÁµÄÎïÀíÐÔÖÊÃܶÈdensity
  ÍÁµÄÎïÀíÐÔÖÊÃÜʵ¶Ècompactionness
  ÍÁµÄÎïÀíÐÔÖÊÄêÕ³ÐÔÍÁµÄÁéÃô¶Èsensitivity of cohesive soil
  ÍÁµÄÎïÀíÐÔÖÊÆ½¾ùÁ£¾¶mean diameter, average grain diameter
  ÍÁµÄÎïÀíÐÔÖÊÇúÂÊϵÊýcoefficient of curvature
  ÍÁµÄÎïÀíÐÔÖÊÈýÏàͼblock diagram, skeletal diagram, three phase diagram
  ÍÁµÄÎïÀíÐÔÖÊÈýÏàÍÁtri-phase soil
  ÍÁµÄÎïÀíÐÔÖÊʪÏÝÆðʼӦÁ¦initial collapse pressure
  ÍÁµÄÎïÀíÐÔÖÊʪÏÝϵÊýcoefficient of collapsibility
  ÍÁµÄÎïÀíÐÔÖÊËõÏÞshrinkage limit
  ÍÁµÄÎïÀíÐÔÖÊÍÁµÄ¹¹Ôìsoil texture
  ÍÁµÄÎïÀíÐÔÖÊÍÁµÄ½á¹¹soil structure
  ÍÁµÄÎïÀíÐÔÖÊÍÁÁ£Ïà¶ÔÃܶÈspecific density of solid particles
  ÍÁµÄÎïÀíÐÔÖÊÍÁÖÐÆøair in soil
  ÍÁµÄÎïÀíÐÔÖÊÍÁÖÐË®water in soil
  ÍÁµÄÎïÀíÐÔÖÊÍÅÁ£aggregate, cumularpharolith
  ÍÁµÄÎïÀíÐÔÖÊÏÞ¶¨Á£¾¶constrained diameter
  ÍÁµÄÎïÀíÐÔÖÊÏà¶ÔÃܶÈrelative density, density index
  ÍÁµÄÎïÀíÐÔÖÊÏà¶ÔѹÃܶÈrelative compaction, compacting factor, percent compaction, coefficient of compaction
  ÍÁµÄÎïÀíÐÔÖÊÐõ×´½á¹¹flocculent structure
  ÍÁµÄÎïÀíÐÔÖÊѹÃÜϵÊýcoefficient of consolidation
  ÍÁµÄÎïÀíÐÔÖÊѹËõÐÔcompressibility
  ÍÁµÄÎïÀíÐÔÖÊÒºÏÞliquid limit
  ÍÁµÄÎïÀíÐÔÖÊÒºÐÔÖ¸Êýliquidity index
  ÍÁµÄÎïÀíÐÔÖÊÓÎÀëË®£¨Ì¨£©free water
  ÍÁµÄÎïÀíÐÔÖÊÓÐЧÁ£¾¶effective diameter, effective grain size, effective size
  ÍÁµÄÎïÀíÐÔÖÊÓÐЧÃܶÈeffective density
  ÍÁµÄÎïÀíÐÔÖÊÓÐÐ§ÖØ¶Èeffective unit weight
  ÍÁµÄÎïÀíÐÔÖÊÖØÁ¦ÃܶÈunit weight
  ÍÁµÄÎïÀíÐÔÖÊ×ÔÓÉË®free water, gravitational water, groundwater, phreatic water
  ÍÁµÄÎïÀíÐÔÖÊ×é¹¹fabric
  ÍÁµÄÎïÀíÐÔÖÊ×î´ó¸ÉÃܶÈmaximum dry density
  ÍÁµÄÎïÀíÐÔÖÊ×îÓź¬Ë®Á¿optimum water content
  ÉøÍ¸ÐÔºÍÉøÁ÷´ïÎ÷¶¨ÂÉDarcy s law
  ÉøÍ¸ÐÔºÍÉøÁ÷¹ÜÓ¿piping
  ÉøÍ¸ÐÔºÍÉøÁ÷½þÈóÏßphreatic line
  ÉøÍ¸ÐÔºÍÉøÁ÷ÁÙ½çË®Á¦ÌݶÈcritical hydraulic gradient
  ÉøÍ¸ÐÔºÍÉøÁ÷Á÷º¯Êýflow function
  ÉøÍ¸ÐÔºÍÉøÁ÷Á÷ÍÁflowing soil
  ÉøÍ¸ÐÔºÍÉøÁ÷Á÷Íø flow net
  ÉøÍ¸ÐÔºÍÉøÁ÷ɰ·Ðsand boiling
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÁ÷seepage
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÁ÷Á¿seepage discharge
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÁ÷ËÙ¶Èseepage velocity
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÍ¸Á¦seepage force
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÍ¸ÆÆ»µseepage failure
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÍ¸ÏµÊýcoefficient of permeability
  ÉøÍ¸ÐÔºÍÉøÁ÷ÉøÍ¸ÐÔpermeability
  ÉøÍ¸ÐÔºÍÉøÁ÷ÊÆº¯Êýpotential function
  ÉøÍ¸ÐÔºÍÉøÁ÷Ë®Á¦ÌݶÈhydraulic gradient
  µØ»ùÓ¦Á¦ºÍ±äÐαäÐÎdeformation
  µØ»ùÓ¦Á¦ºÍ±äÐαäÐÎÄ£Á¿modulus of deformation
  µØ»ùÓ¦Á¦ºÍ±äÐβ´ËɱÈPoisson s ratio
  µØ»ùÓ¦Á¦ºÍ±äÐβ¼Î÷Äù˹¿Ë½âBoussinnesq s solution
  µØ»ùÓ¦Á¦ºÍ±äÐβÐÓà±äÐÎresidual deformation
  µØ»ùÓ¦Á¦ºÍ±äÐβÐÓà¿×϶ˮѹÁ¦residual pore water pressure
  µØ»ùÓ¦Á¦ºÍ±äÐγ¬¾²¿×϶ˮѹÁ¦excess pore water pressure
  µØ»ùÓ¦Á¦ºÍ±äÐγÁ½µsettlement
  µØ»ùÓ¦Á¦ºÍ±äÐγÁ½µ±Èsettlement ratio
  µØ»ùÓ¦Á¦ºÍ±äÐδι̽á³Á½µsecondary consolidation settlement
  µØ»ùÓ¦Á¦ºÍ±äÐδι̽áϵÊýcoefficient of secondary consolidation
  µØ»ùÓ¦Á¦ºÍ±äÐεػù³Á½µµÄµ¯ÐÔÁ¦Ñ§¹«Ê½elastic formula for settlement calculation
  µØ»ùÓ¦Á¦ºÍ±äÐηֲã×ܺͷ¨layerwise summation method
  µØ»ùÓ¦Á¦ºÍ±äÐθº¿×϶ˮѹÁ¦negative pore water pressure
  µØ»ùÓ¦Á¦ºÍ±äÐθ½¼ÓÓ¦Á¦superimposed stress
  µØ»ùÓ¦Á¦ºÍ±äÐθîÏßÄ£Á¿secant modulus
  µØ»ùÓ¦Á¦ºÍ±äÐι̽á³Á½µconsolidation settlement
  µØ»ùÓ¦Á¦ºÍ±äÐι淶³Á½µ¼ÆËã·¨settlement calculation by specification
  µØ»ùÓ¦Á¦ºÍ±äÐλص¯±äÐÎrebound deformation
  µØ»ùÓ¦Á¦ºÍ±äÐλص¯Ä£Á¿modulus of resilience
  µØ»ùÓ¦Á¦ºÍ±äÐλص¯ÏµÊýcoefficient of resilience
  µØ»ùÓ¦Á¦ºÍ±äÐλص¯Ö¸Êýswelling index
  µØ»ùÓ¦Á¦ºÍ±äÐν¨ÖþÎïµÄµØ»ù±äÐÎÔÊÐíÖµallowable settlement of building
  µØ»ùÓ¦Á¦ºÍ±äÐμôÕÍdilatation
  µØ»ùÓ¦Á¦ºÍ±äÐνǵ㷨corner-points method
  µØ»ùÓ¦Á¦ºÍ±äÐο×Ï¶ÆøÑ¹Á¦pore air pressure
  µØ»ùÓ¦Á¦ºÍ±äÐο×϶ˮѹÁ¦pore water pressure
  µØ»ùÓ¦Á¦ºÍ±äÐο×϶ѹÁ¦ÏµÊýApore pressure parameter A
  µØ»ùÓ¦Á¦ºÍ±äÐο×϶ѹÁ¦ÏµÊýBpore pressure parameter B
  µØ»ùÓ¦Á¦ºÍ±äÐÎÃ÷µÂÁÖ½âMindlin s solution
  µØ»ùÓ¦Á¦ºÍ±äÐÎŦÂí¿Ë¸ÐӦͼNewmark chart
  µØ»ùÓ¦Á¦ºÍ±äÐÎÇÐÏßÄ£Á¿tangent modulus
  µØ»ùÓ¦Á¦ºÍ±äÐÎÈä±äcreep
  µØ»ùÓ¦Á¦ºÍ±äÐÎÈýÏò±äÐÎÌõ¼þϵĹ̽á³Á½µthree-dimensional consolidation settlement
  µØ»ùÓ¦Á¦ºÍ±äÐÎ˲ʱ³Á½µimmediate settlement
  µØ»ùÓ¦Á¦ºÍ±äÐÎËÜÐÔ±äÐÎplastic deformation
  µØ»ùÓ¦Á¦ºÍ±äÐÎ̸µ¯ÐÔ±äÐÎelastic deformation
  µØ»ùÓ¦Á¦ºÍ±äÐÎ̸µ¯ÐÔÄ£Á¿elastic modulus
  µØ»ùÓ¦Á¦ºÍ±äÐÎ̸µ¯ÐÔÆ½ºâ״̬state of elastic equilibrium
  µØ»ùÓ¦Á¦ºÍ±äÐÎÌå»ý±äÐÎÄ£Á¿volumetric deformation modulus
  µØ»ùÓ¦Á¦ºÍ±äÐÎÏÈÆÚ¹Ì½áѹÁ¦preconsolidation pressure
  µØ»ùÓ¦Á¦ºÍ±äÐÎѹËõ²ã
  µØ»ùÓ¦Á¦ºÍ±äÐÎѹËõÄ£Á¿modulus of compressibility
  µØ»ùÓ¦Á¦ºÍ±äÐÎѹËõϵÊýcoefficient of compressibility
  µØ»ùÓ¦Á¦ºÍ±äÐÎѹËõÐÔcompressibility
  µØ»ùÓ¦Á¦ºÍ±äÐÎѹËõÖ¸Êýcompression index
  µØ»ùÓ¦Á¦ºÍ±äÐÎÓÐЧӦÁ¦effective stress
  µØ»ùÓ¦Á¦ºÍ±äÐÎ×ÔÖØÓ¦Á¦self-weight stress
  µØ»ùÓ¦Á¦ºÍ±äÐÎ×ÜÓ¦Á¦total stress approach of shear strength
  µØ»ùÓ¦Á¦ºÍ±äÐÎ×îÖÕ³Á½µfinal settlement
  ¹Ì½á°Í¡¹Ì½áÀíÂÛBarron s consolidation theory
  ¹Ì½á±È°Â¹Ì½áÀíÂÛBiot s consolidation theory
  ¹Ì½á³¬¹Ì½á±Èover-consolidation ratio
  ¹Ì½á³¬¾²¿×϶ˮѹÁ¦excess pore water pressure
  ¹Ì½á´Î¹Ì½ásecondary consolidation
  ¹Ì½á´ÎѹËõ£¨Ì¨£©secondary consolidatin
  ¹Ì½áµ¥Ïò¶ÈѹÃÜ£¨Ì¨£©one-dimensional consolidation
  ¹Ì½á¶àά¹Ì½ámulti-dimensional consolidation
  ¹Ì½á¹Ì½áconsolidation
  ¹Ì½á¹Ì½á¶Èdegree of consolidation
  ¹Ì½á¹Ì½áÀíÂÛtheory of consolidation
  ¹Ì½á¹Ì½áÇúÏßconsolidation curve
  ¹Ì½á¹Ì½áËÙÂÊrate of consolidation
  ¹Ì½á¹Ì½áϵÊýcoefficient of consolidation
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