×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
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×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
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¹¤³ÌµØÖʼ°¿±²ì¶ÏÁѹ¹Ôìfracture structure
¹¤³ÌµØÖʼ°¿±²ì¹¤³ÌµØÖÊ¿±²ìengineering geological exploration
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¹¤³ÌµØÖʼ°¿±²ìº£Ïà³Á»ýmarine deposit
¹¤³ÌµØÖʼ°¿±²ì»¨¸ÚÑÒgranite
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¹¤³ÌµØÖʼ°¿±²ì¿óÎïÓ²¶Èhardness of minerals
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¹¤³ÌµØÖʼ°¿±²ì½Ïà³Á»ýcontinental sedimentation
¹¤³ÌµØÖʼ°¿±²ìÄàʯÁ÷mud flow, debris flow
¹¤³ÌµØÖʼ°¿±²ìÄêÕ³ÍÁ¿óÎïclay minerals
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¹¤³ÌµØÖʼ°¿±²ìÅ£éîºþox-bow lake
¹¤³ÌµØÖʼ°¿±²ìdz³ÉÑÒhypabyssal rock
¹¤³ÌµØÖʼ°¿±²ìDZˮground water
¹¤³ÌµØÖʼ°¿±²ìÇÖÈëÑÒintrusive rock
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¹¤³ÌµØÖʼ°¿±²ìÑÒ²ã²ú×´attitude of rock
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¹¤³ÌµØÖʼ°¿±²ìÑÒʯ·ç»¯³Ì¶Èdegree of rock weathering
¹¤³ÌµØÖʼ°¿±²ìÑÒʯ¹¹Ôìstructure of rock
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¹¤³ÌµØÖʼ°¿±²ìÔÉú¿óÎïprimary mineral
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ÍÁµÄ·ÖÀà³åÌîÍÁdredger fill
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ÍÁµÄ·ÖÀà·Ç±¥ºÍÍÁunsaturated soil
ÍÁµÄ·ÖÀà·ÖÉ¢ÐÔÍÁdispersive soil
ÍÁµÄ·ÖÀà·ÛÍÁsilt, mo
ÍÁµÄ·ÖÀà·ÛÖÊÕ³ÍÁsilty clay
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ÍÁµÄ·ÖÀàºìÕ³ÍÁred clay, adamic earth
ÍÁµÄ·ÖÀà»ÆÍÁloess, huangtu(China)
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ÍÁµÄ·ÖÀàÈ˹¤ÌîÍÁfill, artificial soil
ÍÁµÄ·ÖÀàÈíÕ³ÍÁsoft clay, mildclay, mickle
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ÍÁµÄ·ÖÀàËØÌîÍÁplain fill
ÍÁµÄ·ÖÀàËÜÐÔͼplasticity chart
ÍÁµÄ·ÖÀàËéʯÍÁstone, break stone, broken stone, channery, chat, crushed stone, deritus
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ÍÁµÄ·ÖÀàÎÞÕ³ÐÔÍÁcohesionless soil, frictional soil, non-cohesive soil
ÍÁµÄ·ÖÀàÑÒʯrock
ÍÁµÄ·ÖÀàÒÁÀûÍÁillite
ÍÁµÄ·ÖÀàÓлúÖÊÍÁorganic soil
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ÍÁµÄ·ÖÀàÓÙÄàÖÊÍÁmucky soil
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ÍÁµÄÎïÀíÐÔÖʰ¢Ì«±¤½çÏÞAtterberg limits
ÍÁµÄÎïÀíÐÔÖʱ¥ºÍ¶Èdegree of saturation
ÍÁµÄÎïÀíÐÔÖʱ¥ºÍÃܶÈsaturated density
ÍÁµÄÎïÀíÐÔÖʱ¥ºÍÖØ¶Èsaturated unit weight
ÍÁµÄÎïÀíÐÔÖʱÈÖØspecific gravity
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ÍÁµÄÎïÀíÐÔÖʵ¥Á£½á¹¹single-grained structure
ÍÁµÄÎïÀíÐÔÖÊ·äÎѽṹhoneycomb structure
ÍÁµÄÎïÀíÐÔÖʸÉÖØ¶Èdry unit weight
ÍÁµÄÎïÀíÐÔÖʸÉÃܶÈdry density
ÍÁµÄÎïÀíÐÔÖÊËÜÐÔÖ¸Êýplasticity index
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ÍÁµÄÎïÀíÐÔÖʽçÏÞº¬Ë®Á¿Atterberg limits
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ÍÁµÄÎïÀíÐÔÖÊÃܶÈdensity
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ÍÁµÄÎïÀíÐÔÖÊÇúÂÊϵÊýcoefficient of curvature
ÍÁµÄÎïÀíÐÔÖÊÈýÏàͼblock diagram, skeletal diagram, three phase diagram
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ÍÁµÄÎïÀíÐÔÖÊËõÏÞshrinkage limit
ÍÁµÄÎïÀíÐÔÖÊÍÁµÄ¹¹Ôìsoil texture
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ÍÁµÄÎïÀíÐÔÖÊÍÁÁ£Ïà¶ÔÃܶÈspecific density of solid particles
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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
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ÍÁµÄÎïÀíÐÔÖÊѹËõÐÔcompressibility
ÍÁµÄÎïÀíÐÔÖÊÒºÏÞliquid limit
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µØ»ùÓ¦Á¦ºÍ±äÐγÁ½µsettlement
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µØ»ùÓ¦Á¦ºÍ±äÐο×϶ѹÁ¦ÏµÊýApore pressure parameter A
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µØ»ùÓ¦Á¦ºÍ±äÐÎÃ÷µÂÁÖ½âMindlin s solution
µØ»ùÓ¦Á¦ºÍ±äÐÎŦÂí¿Ë¸ÐӦͼNewmark chart
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¹Ì½á±È°Â¹Ì½áÀíÂÛBiot s consolidation theory
¹Ì½á³¬¹Ì½á±Èover-consolidation ratio
¹Ì½á³¬¾²¿×϶ˮѹÁ¦excess pore water pressure
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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
¹Ì½á¹Ì½áѹÁ¦consolidation pressure
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¹Ì½á¾®¾¶±Èdrain spacing ratio
¹Ì½á¾®×èwell resistance
¹Ì½áÂü´ú¶û£¿ËÀ×¶ûЧӦMandel-Cryer effect
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¹Ì½áɰ¾®sand drain
¹Ì½áɰ¾®µØ»ùƽ¾ù¹Ì½á¶Èaverage degree of consolidation of sand-drained ground
¹Ì½áʱ¼ä¶ÔÊýÄâºÏ·¨logrithm of time fitting method
¹Ì½áʱ¼äÒò×Ótime factor
¹Ì½á̫ɳ»ù¹Ì½áÀíÂÛTerzaghi s consolidation theory
¹Ì½á̫ɳ»ù£Â×¶ÅÁпËÀ©É¢·½³ÌTerzaghi-Rendulic diffusion equation
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¹Ì½áѹÃÜ£¨Ì¨£©consolidation
¹Ì½áѹÃܶȣ¨Ì¨£©degree of consolidation
¹Ì½áѹËõÇúÏßcpmpression curve
¹Ì½áһά¹Ì½áone dimensional consolidation
¹Ì½áÓÐЧӦÁ¦ÔÀíprinciple of effective stress
¹Ì½áԤѹÃÜѹÁ¦£¨Ì¨£©preconsolidation pressure
¹Ì½áÔʼѹËõÇúÏßvirgin compression curve
¹Ì½áÔÙѹËõÇúÏßrecompression curve
¹Ì½áÖ÷¹Ì½áprimary consolidation
¹Ì½áÖ÷ѹÃÜ£¨Ì¨£©primary consolidation
¹Ì½á×¼¹Ì½áѹÁ¦pseudo-consolidation pressure
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¿¹¼ôÇ¿¶È°²Ï¢½Ç£¨Ì¨£©angle of repose
¿¹¼ôÇ¿¶È²»ÅÅË®¿¹¼ôÇ¿¶Èundrained shear strength
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¿¹¼ôÇ¿¶È¿âÂØ·½³ÌCoulomb s equation
¿¹¼ôÇ¿¶ÈĦ¶û°üÏßMohr s envelope
¿¹¼ôÇ¿¶ÈĦ¶û£¿âÂØÀíÂÛMohr-Coulomb theory
¿¹¼ôÇ¿¶ÈÄÚĦ²Á½Çangle of internal friction
¿¹¼ôÇ¿¶ÈÄêÕ³¾ÛÁ¦cohesion
¿¹¼ôÇ¿¶ÈÆÆÁѽÇangle of rupture
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ÍÁѹÁ¦±»¶¯ÍÁѹÁ¦ÏµÊýcoefficient of passive earth pressure
ÍÁѹÁ¦¼«ÏÞÆ½ºâ״̬state of limit equilibrium
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ÍÁѹÁ¦¿âÂØÍÁѹÁ¦ÀíÂÛCoulomb s earth pressure theory
ÍÁѹÁ¦¿â¶ûÂüͼ½â·¨Culmannn construction
ÍÁѹÁ¦ÀÊ¿ÏÍÁѹÁ¦ÀíÂÛRankine s earth pressure theory
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ÍÁѹÁ¦Ì¸µ¯ÐÔÆ½ºâ״̬state of elastic equilibrium
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ÍÁÆÂÎȶ¨·ÖÎöÍÁÆÂÎȶ¨·ÖÎöslope stability analysis
ÍÁÆÂÎȶ¨·ÖÎöÍÁÆÂÎȶ¨¼«ÏÞ·ÖÎö·¨limit analysis method of slope stability
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ÍÁµÄ¶¯Á¦ÐÔÖʳõʼҺ»¯initial liquefaction
ÍÁµÄ¶¯Á¦ÐÔÖʵػù¹ÌÓÐÖÜÆÚnatural period of soil site
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ÍÁµÄ¶¯Á¦ÐÔÖÊÎÞÁ¿¸ÙƵÂÊdimensionless frequency
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ÍÁµÄ¶¯Á¦ÐÔÖÊÒº»¯ÊÆÆÀ¼Ûevaluation of liquefaction potential
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