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ºËÐÄÌáʾ£ºµ²ÍÁǽµ²ÍÁǽretaining wall µ²ÍÁǽµ²ÍÁǽÅÅË®ÉèÊ© µ²ÍÁǽµ²ÍÁǽÎȶ¨ÐÔstability of retaining wall µ²ÍÁǽ¶âʽµ²ÍÁǽ µ²ÍÁǽ·ö¶âʽµ²ÍÁǽcounterfort retaining wall µ²ÍÁǽºó¶âǽ£¨Ì¨£©counterfort retaining wall µ²ÍÁǽ»ù´¡Ç½foundation wall µ²ÍÁǽ¼Ó½îÍÁµ²Ç½rein


  µ²ÍÁǽµ²ÍÁǽretaining wall
  µ²ÍÁǽµ²ÍÁǽÅÅË®ÉèÊ©
  µ²ÍÁǽµ²ÍÁǽÎȶ¨ÐÔstability of retaining wall
  µ²ÍÁǽ¶âʽµ²ÍÁǽ
  µ²ÍÁǽ·ö¶âʽµ²ÍÁǽcounterfort retaining wall
  µ²ÍÁǽºó¶âǽ£¨Ì¨£©counterfort retaining wall
  µ²ÍÁǽ»ù´¡Ç½foundation wall
  µ²ÍÁǽ¼Ó½îÍÁµ²Ç½reinforced earth bulkhead
  µ²ÍÁǽ궨°åµ²ÍÁǽanchored plate retaining wall
  µ²ÍÁǽ궨ʽ°å׮ǽanchored sheet pile wall
  µ²ÍÁǽê¸Ëʽµ²ÍÁǽanchor rod retaining wall
  µ²ÍÁǽÐü±Úʽ°å׮ǽcantilever sheet pile wall
  µ²ÍÁǽÐü±Úʽµ²ÍÁǽcantilever sheet pile wall
  µ²ÍÁÇ½ÖØÁ¦Ê½µ²ÍÁǽgravity retaining wall
  °å×®½á¹¹Îï°å×®sheet pile
  °å×®½á¹¹Îï°å×®½á¹¹sheet pile structure
  °å×®½á¹¹Îï¸Ö°å×®steel sheet pile
  °å×®½á¹¹Îï¸Ö½î»ìÄýÍÁ°å×®reinforced concrete sheet pile
  °å×®½á¹¹Îï¸Ö×®steel pile
  °å×®½á¹¹Îï¹à×¢×®cast-in-place pile
  °å×®½á¹¹ÎïÀ­¸Ëtie rod
  °å×®½á¹¹Îï궨ʽ°å׮ǽanchored sheet pile wall
  °å×®½á¹¹Îïê¹Ì¼¼Êõanchoring
  °å×®½á¹¹Îïê×ùAnchorage
  °å×®½á¹¹Îïľ°å×®wooden sheet pile
  °å×®½á¹¹Îïľ׮timber piles
  °å×®½á¹¹ÎïÐü±Úʽ°å׮ǽcantilever sheet pile wall
  »ù¿Ó¿ªÍÚÓ뽵ˮ°å׮Χ»¤sheet pile-braced cuts
  »ù¿Ó¿ªÍÚÓ뽵ˮµçÉø·¨electro-osmotic drainage
  »ù¿Ó¿ªÍÚÓ뽵ˮ¹ÜÓ¿piping
  »ù¿Ó¿ªÍÚÓ뽵ˮ»ùµ×¡Æðheave of base
  »ù¿Ó¿ªÍÚÓ뽵ˮ»ù¿Ó½µË®dewatering
  »ù¿Ó¿ªÍÚÓ뽵ˮ»ù¿ÓʧÎÈinstability (failure) of foundation pit
  »ù¿Ó¿ªÍÚÓ뽵ˮ»ù¿ÓΧ»¤bracing of foundation pit
  »ù¿Ó¿ªÍÚÓ뽵ˮ¼õѹ¾®relief well
  »ù¿Ó¿ªÍÚÓ뽵ˮ½µµÍµØÏÂˮλ·¨dewatering method
  »ù¿Ó¿ªÍÚÓ뽵ˮ¾®µãϵͳwell point system
  »ù¿Ó¿ªÍÚÓ뽵ˮÅçÉä¾®µãeductor well point
  »ù¿Ó¿ªÍÚÓ뽵ˮǦֱ±ßÆÂµÄÁÙ½ç¸ß¶Ècritical height of vertical slope
  »ù¿Ó¿ªÍÚÓ뽵ˮɰ·Ðsand boiling
  »ù¿Ó¿ªÍÚÓ뽵ˮÉî¾®µãdeep well point
  »ù¿Ó¿ªÍÚÓë½µË®Õæ¿Õ¾®µãvacuum well point
  »ù¿Ó¿ªÍÚÓ뽵ˮ֧³ÅΧ»¤braced cuts
  dz»ù´¡±­Ðλù´¡
  dz»ù´¡²¹³¥ÐÔ»ù´¡compensated foundation
  dz»ù´¡³ÖÁ¦²ãbearing stratum
  dz»ù´¡´Î²ã£¨Ì¨£©substratum
  dz»ù´¡µ¥¶À»ù´¡individual footing
  dz»ù´¡µ¹Áº·¨inverted beam method
  dz»ù´¡¸ÕÐÔ½Çpressure distribution angle of masonary foundation
  dz»ù´¡¸ÕÐÔ»ù´¡rigid foundation
  dz»ù´¡¸ß±­¿Ú»ù´¡
  dz»ù´¡»ù´¡ÂñÖÃÉî¶Èembeded depth of foundation
  dz»ù´¡»ù´²ÏµÊýcoefficient of subgrade reaction
  dz»ù´¡»ùµ×¸½¼ÓÓ¦Á¦net foundation pressure
  dz»ù´¡½»²æÌõÐλù´¡cross strip footing
  dz»ù´¡½Ó´¥Ñ¹Á¦contact pressure
  dz»ù´¡¾²¶¨·ÖÎö·¨£¨Ç³»ù´¡£©static analysis (shallow foundation)
  dz»ù´¡¿ÇÌå»ù´¡shell foundation
  dz»ù´¡À©Õ¹»ù´¡spread footing
  dz»ù´¡Æ¬·¤»ù´¡mat foundation
  dz»ù´¡Ç³»ù´¡shallow foundation
  dz»ù´¡Ç½ÏÂÌõÐλù´¡
  dz»ù´¡ÈÈÄ¦Ææ½ð·¨Zemochkin s method
  dz»ù´¡ÈáÐÔ»ù´¡flexible foundation
  dz»ù´¡Éϲ¿½á¹¹£­»ù´¡£­ÍÁ¹²Í¬×÷Ó÷ÖÎöstructure- foundation-soil interactionanalysis
  dz»ù´¡Ì¸µ¯ÐԵػùÁº£¨°å£©·ÖÎöanalysis of beams and slabs on elastic foundation
  dz»ù´¡ÌõÐλù´¡strip footing
  dz»ù´¡ÏÂÎÔ²ãsubstratum
  dz»ù´¡ÏäÐλù´¡box foundation
  dz»ù´¡ÖùÏÂÌõÐλù´¡
  Éî»ù´¡±´ÅµÍйà×¢×®Benoto cast-in-place pile
  Éî»ù´¡²¨¶¯·½³Ì·ÖÎöWave equation analysis
  Éî»ù´¡³¡Öý×®£¨Ì¨)cast-in-place pile
  Éî»ù´¡³Á¹Ü¹à×¢×®diving casting cast-in-place pile
  Éî»ù´¡³Á¾®»ù´¡open-end caisson foundation
  Éî»ù´¡³ÁÏä»ù´¡box caisson foundation
  Éî»ù´¡³É¿×¹àעͬ²½×®synchronous pile
  Éî»ù´¡³Ð̨pile caps
  Éî»ù´¡³äӯϵÊýfullness coefficient
  Éî»ù´¡µ¥×®³ÐÔØÁ¦bearing capacity of single pile
  Éî»ù´¡µ¥×®ºáÏò¼«ÏÞ³ÐÔØÁ¦ultimate lateral resistance of single pile
  Éî»ù´¡µ¥×®ÊúÏò¿¹°Î¼«ÏÞ³ÐÔØÁ¦vertical ultimate uplift resistance of single pile
  Éî»ù´¡µ¥×®ÊúÏò¿¹Ñ¹ÈÝÐí³ÐÔØÁ¦vertical ultimate carrying capacity of single pile
  Éî»ù´¡µ¥×®ÊúÏò¿¹Ñ¹¼«ÏÞ³ÐÔØÁ¦vertical allowable load capacity of single pile
  Éî»ù´¡µÍ×®³Ð̨low pile cap
  Éî»ù´¡µØÏÂÁ¬ÐøÇ½diaphgram wall
  Éî»ù´¡µã³Ð×®£¨Ì¨£©end-bearing pile
  Éî»ù´¡¶¯Á¦´ò×®¹«Ê½dynamic pile driving formula
  Éî»ù´¡¶Ë³Ð×®end-bearing pile
  Éî»ù´¡·¨À¼»ù¹à×¢×®Franki pile
  Éî»ù´¡¸ºÄ¦²ÁÁ¦negative skin friction of pile
  Éî»ù´¡¸Ö½î»ìÄýÍÁÔ¤ÖÆ×®precast reinforced concrete piles
  Éî»ù´¡¸Ö×®steel pile
  Éî»ù´¡¸ß×®³Ð̨high-rise pile cap
  Éî»ù´¡¹à×¢×®cast-in-place pile
  Éî»ù´¡ºáÏòÔØºÉ×®laterally loaded vertical piles
  Éî»ù´¡»¤±ÚÄཬslurry coat method
  Éî»ù´¡»Ø×ª×ê¿×¹à×¢×®rotatory boring cast-in-place pile
  Éî»ù´¡»úÍÚÒìÐιà×¢×®
  Éî»ù´¡¾²Á¦Ñ¹×®silent piling
  Éî»ù´¡¿¹°Î×®uplift pile
  Éî»ù´¡¿¹»¬×®anti-slide pile
  Éî»ù´¡Ä¦²Á×®friction pile
  Éî»ù´¡Ä¾×®timber piles
  Éî»ù´¡Ç¶ÑÒ¹à×¢×®piles set into rock
  Éî»ù´¡Èº×®pile groups
  Éî»ù´¡Èº×®Ð§ÂÊϵÊýefficiency factor of pile groups
  Éî»ù´¡Èº×®Ð§Ó¦efficiency of pile groups
  Éî»ù´¡Èº×®ÊúÏò¼«ÏÞ³ÐÔØÁ¦vertical ultimate load capacity of pile groups
  Éî»ù´¡Éî»ù´¡deep foundation
  Éî»ù´¡ÊúֱȺ׮ºáÏò¼«ÏÞ³ÐÔØÁ¦
  Éî»ù´¡ÎÞ׮ѥº»À©¹à×¢×®rammed bulb ile
  Éî»ù´¡Ðýת¼·Ñ¹¹à×¢×®
  Éî»ù´¡×®piles
  Éî»ù´¡×®»ù¶¯²â¼¼Êõdynamic pile test
  Éî»ù´¡×ê¿×¶Õ»ù´¡drilled-pier foundation
  Éî»ù´¡×ê¿×À©µ×¹à×¢×®under-reamed bored pile
  Éî»ù´¡×ê¿×ѹע׮starsol enbesol pile
  Éî»ù´¡×îºó¹áÈë¶Èfinal set
  µØ»ù´¦Àí±í²ãѹÃÜ·¨surface compaction
  µØ»ù´¦Àí³¬ÔØÔ¤Ñ¹surcharge preloading
  µØ»ù´¦Àí´üװɰ¾®sand wick
  µØ»ù´¦ÀíµØ¹¤Ö¯Îïgeofabric, geotextile
  µØ»ù´¦ÀíµØ»ù´¦Àíground treatment, foundation treatment
  µØ»ù´¦Àíµç¶¯»¯Ñ§¹à½¬electrochemical grouting
  µØ»ù´¦ÀíµçÉø·¨electro-osmotic drainage
  µØ»ù´¦Àí¶¥Éý¾ÀÆ«·¨
  µØ»ù´¦Àí¶¨Åçdirectional jet grouting
  µØ»ù´¦Àí¶³ÍÁµØ»ù´¦Àífrozen foundation improvement
  µØ»ù´¦Àí¶Ì×®´¦Àítreatment with short pile
  µØ»ù´¦Àí¶ÑÔØÔ¤Ñ¹·¨preloading
  µØ»ù´¦Àí·ÛÌåÅçÉäÉî²ã½Á°è·¨powder deep mixing method
  µØ»ù´¦Àí¸´ºÏµØ»ùcomposite foundation
  µØ»ù´¦Àí¸ÉÕñ³É¿×¹à×¢×®vibratory bored pile
  µØ»ù´¦Àí¸ßѹÅçÉä×¢½¬·¨jet grounting
  µØ»ù´¦Àí¹à½¬²ÄÁÏinjection material
  µØ»ù´¦Àí¹à½¬·¨grouting
  µØ»ù´¦Àí¹è»¯·¨silicification
  µØ»ù´¦Àíº»Êµ×®compacting pile
  µØ»ù´¦Àí»¯Ñ§¹à½¬chemical grouting
  µØ»ù´¦Àí»»Ìî·¨cushion
  µØ»ù´¦Àí»ÒÍÁ×®lime soil pile
  µØ»ù´¦Àí»ù´¡¼Óѹ¾ÀÆ«·¨
  µØ»ù´¦Àí¼·Ãܹཬcompaction grouting
  µØ»ù´¦Àí¼·ÃÜ×®compaction pile, compacted column
  µØ»ù´¦Àí¼·ÓÙ·¨displacement method
  µØ»ù´¦Àí¼Ó½î·¨reinforcement method
  µØ»ù´¦Àí¼Ó½îÍÁreinforced earth
  µØ»ù´¦Àí¼îÒº·¨soda solution grouting
  µØ»ù´¦Àí½¬ÒºÉî²ã½Á°è·¨grout deep mixing method
  µØ»ù´¦Àí½µµÍµØÏÂˮλ·¨dewatering method
  µØ»ù´¦Àí¾ÀÆ«¼¼Êõ
  µØ»ù´¦Àí¿ÓʽÍл»pit underpinning
  µØ»ù´¦ÀíÀäÈÈ´¦Àí·¨freezing and heating
  µØ»ù´¦Àíê¹Ì¼¼Êõanchoring
  µØ»ù´¦Àíê¸Ë¾²Ñ¹×®Íл»anchor pile underpinning
  µØ»ù´¦ÀíÅÅË®¹Ì½á·¨consolidation
  µØ»ù´¦ÀíÅòÕÍÍÁµØ»ù´¦Àíexpansive foundation treatment
  µØ»ù´¦ÀíÅüÁѹཬfracture grouting
  µØ»ù´¦Àídz²ã´¦Àíshallow treatment
  µØ»ù´¦ÀíÇ¿º»·¨dynamic compaction
  µØ»ù´¦ÀíÈ˹¤µØ»ùartificial foundation
  µØ»ù´¦ÀíÈÝÐí¹à½¬Ñ¹Á¦allowable grouting pressure
  µØ»ù´¦ÀíÈìµæpillow
  µØ»ù´¦ÀíÈíÍÁµØ»ùsoft clay ground
  µØ»ù´¦Àíɰ¾®sand drain
  µØ»ù´¦Àíɰ¾®µØ»ùƽ¾ù¹Ì½á¶Èaverage degree of consolidation of sand-drained ground
  µØ»ù´¦Àíɰ׮sand column
  µØ»ù´¦ÀíÉ½ÇøµØ»ù´¦Àífoundation treatment in mountain area
  µØ»ù´¦ÀíÉî²ã½Á°è·¨deep mixing method
  µØ»ù´¦ÀíÉøÈëÐԹཬseep-in grouting
  µØ»ù´¦ÀíʪÏÝÐÔ»ÆÍÁµØ»ù´¦Àícollapsible loess treatment
  µØ»ù´¦Àíʯ»ÒϵÉî²ã½Á°è·¨lime deep mixing method
  µØ»ù´¦Àíʯ»Ò×®lime column, limepile
  µØ»ù´¦ÀíÊ÷¸ù×®root pile
  µØ»ù´¦ÀíË®ÄàÍÁË®Äà²ôºÏ±Ècement mixing ratio
  µØ»ù´¦ÀíË®ÄàϵÉî²ã½Á°è·¨cement deep mixing method
  µØ»ù´¦ÀíˮƽÐýÅçhorizontal jet grouting
  µØ»ù´¦ÀíËÜÁÏÅÅË®´øplastic drain
  µØ»ù´¦ÀíËéʯ׮gravel pile, stone pillar
  µØ»ù´¦ÀíÌÍÍÁ¾ÀÆ«·¨
  µØ»ù´¦ÀíÌìÈ»µØ»ùnatural foundation
  µØ»ù´¦ÀíÍÁ¹¤¾ÛºÏÎïGeopolymer
  µØ»ù´¦ÀíÍÁ¹¤Ö¯Îïgeofabric, geotextile
  µØ»ù´¦ÀíÍÁ×®earth pile
  µØ»ù´¦ÀíÍл»¼¼Êõunderpinning technique
  µØ»ù´¦ÀíÍâ²ô¼Áadditive
  µØ»ù´¦ÀíÐýÅçjet grouting
  µØ»ù´¦ÀíÒ©Òº¹à½¬chemical grouting
  µØ»ù´¦ÀíÔ¤½þË®·¨presoaking
  µØ»ù´¦ÀíԤѹ·¨preloading
  µØ»ù´¦ÀíÕæ¿ÕԤѹvacuum preloading
  µØ»ù´¦ÀíÕñ³å·¨vibroflotation method
  µØ»ù´¦ÀíÕñ³åÃÜʵ·¨vibro-compaction
  µØ»ù´¦ÀíÕñ³åËéʯ׮vibro replacement stone column
  µØ»ù´¦ÀíÕñ³åÖû»·¨vibro-replacement
  µØ»ù´¦ÀíÕñÃÜ¡¢¼·ÃÜ·¨vibro-densification, compacting
  µØ»ù´¦ÀíÖû»ÂÊ£¨¸´ºÏµØ»ù£©replacement ratio
  µØ»ù´¦ÀíÖØ´¸º»Êµ·¨tamping
  µØ»ù´¦Àí׮ʽÍл»pile underpinning
  µØ»ù´¦Àí×®ÍÁÓ¦Á¦±Èstress ratio
  ¶¯Á¦»úÆ÷»ù´¡±È×èÄáÈÝÁ¿specific gravity capacity
  ¶¯Á¦»úÆ÷»ù´¡µÈЧ¼¯×ܲÎÊý·¨constant strain rate consolidation test
  ¶¯Á¦»úÆ÷»ù´¡µØ»ù¹ÌÓÐÖÜÆÚnatural period of soil site
  ¶¯Á¦»úÆ÷»ù´¡¶¯»ù´²·´Á¦·¨dynamic subgrade reaction method
  ¶¯Á¦»úÆ÷»ù´¡¶¯Á¦·Å´óÒòËØdynamic magnification factor
  ¶¯Á¦»úÆ÷»ù´¡¸ôÕñisolation
  ¶¯Á¦»úÆ÷»ù´¡»ù´¡Õñ¶¯foundation vibration
  ¶¯Á¦»úÆ÷»ù´¡»ù´¡Õñ¶¯°ë¿Õ¼äÀíÂÛelastic half-space theory of foundation vibration
  ¶¯Á¦»úÆ÷»ù´¡»ù´¡Õñ¶¯ÈÝÐíÕñ·ùallowable amplitude of foundation vibration
  ¶¯Á¦»úÆ÷»ù´¡»ù´¡×ÔÕñƵÂÊnatural frequency of foundation
  ¶¯Á¦»úÆ÷»ù´¡¼¯×ܲÎÊý·¨lumped parameter method
  ¶¯Á¦»úÆ÷»ù´¡ÎüÊÕϵÊýabsorption coefficient
  ¶¯Á¦»úÆ÷»ù´¡ÖÊÁ¿£­µ¯»É£­×èÄáÆ÷ϵͳmass-spring-dushpot system
  µØ»ù»ù´¡¿¹ÕðµØ»ù¹ÌÓÐÖÜÆÚnatural period of soil site
  µØ»ù»ù´¡¿¹ÕðµØÕðearthquake, seism, temblor
  µØ»ù»ù´¡¿¹ÕðµØÕð³ÖÐøÊ±¼äduration of earthquake
  µØ»ù»ù´¡¿¹ÕðµØÕðµÈЧ¾ùÔȼôÓ¦Á¦equivalent even shear stress of earthquake
  µØ»ù»ù´¡¿¹ÕðµØÕð·´Ó¦Æ×earthquake response spectrum
  µØ»ù»ù´¡¿¹ÕðµØÕðÁÒ¶Èearthquake intensity
  µØ»ù»ù´¡¿¹ÕðµØÕðÕð¼¶earthquake magnitude
  µØ»ù»ù´¡¿¹ÕðµØÕð׿ԽÖÜÆÚseismic predominant period
  µØ»ù»ù´¡¿¹ÕðµØÕð×î´ó¼ÓËÙ¶Èmaximum acceleration of earthquake
  µØ»ù»ù´¡¿¹Õð¶¯Á¦·Å´óÒòÊýdynamic magnification factor
  µØ»ù»ù´¡¿¹Õð¶ÔÊýµÝ¼õÂÊlogrithmic decrement
  µØ»ù»ù´¡¿¹Õð¸ÕÐÔϵÊýcoefficient of rigidity
  µØ»ù»ù´¡¿¹ÕðÎüÊÕϵÊýabsorption coefficient
  ÊÒÄÚÍÁ¹¤ÊÔÑé±ÈÖØÊÔÑéspecific gravity test
  ÊÒÄÚÍÁ¹¤ÊÔÑé±äË®Í·ÉøÍ¸ÊÔÑéfalling head permeability test
  ÊÒÄÚÍÁ¹¤ÊÔÑé²»¹Ì½á²»ÅÅË®ÊÔÑéunconsolidated-undrained triaxial test
  ÊÒÄÚÍÁ¹¤ÊÔÑé³£¹æ¹Ì½áÊÔÑéroutine consolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑé³£Ë®Í·ÉøÍ¸ÊÔÑéconstant head permeability test
  ÊÒÄÚÍÁ¹¤ÊÔÑéµ¥¼ôÒÇsimple shear apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéµ¥ÖáÀ­ÉìÊÔÑéuniaxial tensile test
  ÊÒÄÚÍÁ¹¤ÊÔÑéµÈËټӺɹ̽áÊÔÑéconstant loading rate consolidatin test
  ÊÒÄÚÍÁ¹¤ÊÔÑéµÈÌݶȹ̽áÊÔÑéconstant gradient consolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑéµÈÓ¦±äËÙÂʹ̽áÊÔÑéequivalent lumped parameter method
  ÊÒÄÚÍÁ¹¤ÊÔÑé·´¸´Ö±¼ôÇ¿¶ÈÊÔÑérepeated direct shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑ鷴ѹ±¥ºÍ·¨back pressure saturation method
  ÊÒÄÚÍÁ¹¤ÊÔÑé¸ßѹ¹Ì½áÊÔÑéhigh pressure consolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¸÷Ïò²»µÈѹ¹Ì½á²»ÅÅË®ÊÔÑéconsoidated anisotropically undrained test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¸÷Ïò²»µÈѹ¹Ì½áÅÅË®ÊÔÑéconsolidated anisotropically drained test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¹²ÕñÖùÊÔÑéresonant column test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¹Ì½á²»ÅÅË®ÊÔÑéconsolidated undrained triaxial test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¹Ì½á¿ì¼ôÊÔÑéconsolidated quick direct shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¹Ì½áÅÅË®ÊÔÑéconsolidated drained triaxial test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¹Ì½áÊÔÑéconsolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑ麬ˮÁ¿ÊÔÑéwater content test
  ÊÒÄÚÍÁ¹¤ÊÔÑé»·¼ôÊÔÑéring shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑ黯ÍÁʪÏÝÊÔÑéloess collapsibility test
  ÊÒÄÚÍÁ¹¤ÊÔÑé»÷ʵÊÔÑé
  ÊÒÄÚÍÁ¹¤ÊÔÑé½çÏÞº¬Ë®Á¿ÊÔÑéAtterberg limits test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¿¨Èø¸ñÀ¼µÂ·¨Casagrande s method
  ÊÒÄÚÍÁ¹¤ÊÔÑé¿ÅÁ£·ÖÎöÊÔÑégrain size analysis test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¿×϶ˮѹÁ¦ÏûÉ¢ÊÔÑépore pressure dissipation test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¿ì¼ôÊÔÑéquick direct shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑé¿ìËٹ̽áÊÔÑéfast consolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÀëÐÄÄ£ÐÍÊÔÑécentrifugal model test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÁ¬Ðø¼ÓºÉ¹Ì½áÊÔÑécontinual loading test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÂý¼ôÊÔÑéconsolidated drained direct shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑéëϸ¹ÜÉÏÉý¸ß¶ÈÊÔÑécapillary rise test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÃܶÈÊÔÑédensity test
  ÊÒÄÚÍÁ¹¤ÊÔÑéŤ¼ôÒÇtorsion shear apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÅòÕÍÂÊÊÔÑéswelling rate test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÆ½ÃæÓ¦±äÒÇplane strain apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÈýÖáÉ쳤ÊÔÑétriaxial extension test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÈýÖáѹËõÊÔÑétriaxial compression test
  ÊÒÄÚÍÁ¹¤ÊÔÑéɰµÄÏà¶ÔÃÜʵ¶ÈÊÔÑésand relative density test
  ÊÒÄÚÍÁ¹¤ÊÔÑéɸ·ÖÎösieve analysis
  ÊÒÄÚÍÁ¹¤ÊÔÑéÉøÍ¸ÊÔÑépermeability test
  ÊÒÄÚÍÁ¹¤ÊÔÑéʪ»¯ÊÔÑéslaking test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÊÕËõÊÔÑéshrinkage test
  ÊÒÄÚÍÁ¹¤ÊÔÑéËÜÏÞÊÔÑéplastic limit test
  ÊÒÄÚÍÁ¹¤ÊÔÑéËõÏÞÊÔÑéshrinkage limit test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÍÁ¹¤Ä£ÐÍÊÔÑégeotechnical model test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÍÁ¹¤Ö¯ÎïÊÔÑégeotextile test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÎÞ²àÏÞ¿¹Ñ¹Ç¿¶ÈÊÔÑéunconfined compression strength test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÎÞÕ³ÐÔÍÁÌìÈ»ÆÂ½ÇÊÔÑéangle of repose of cohesionless soils test
  ÊÒÄÚÍÁ¹¤ÊÔÑéѹÃܲ»ÅÅË®ÈýÖáѹËõÊÔÑéconsolidated undrained triaxial compression test
  ÊÒÄÚÍÁ¹¤ÊÔÑéѹÃÜÅÅË®ÈýÖáѹËõÊÔÑéconsolidated drained triaxial compressure test
  ÊÒÄÚÍÁ¹¤ÊÔÑéѹÃÜÊÔÑéconsolidation test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÒºËÜÏÞÁªºÏ²â¶¨·¨liquid-plastic limit combined method
  ÊÒÄÚÍÁ¹¤ÊÔÑéÒºÏÞÊÔÑéliquid limit test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÓ¦±ä¿ØÖÆÊ½ÈýÖáѹËõÒÇstrain control triaxial compression apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÓ¦Á¦¿ØÖÆÊ½ÈýÖáѹËõÒÇstress control triaxial compression apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÓлúÖʺ¬Á¿ÊÔÑéorganic matter content test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÕæÈýÖáÒÇtrue triaxial apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÕñ¶¯µ¥¼ôÊÔÑédynamic simple shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÖ±¼ôÒÇdirect shear apparatus
  ÊÒÄÚÍÁ¹¤ÊÔÑéÖ±½Ó¼ôÇÐÊÔÑédirect shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑéÖ±½Óµ¥¼ôÊÔÑédirect simple shear test
  ÊÒÄÚÍÁ¹¤ÊÔÑé×ÔÕñÖùÊÔÑéfree vibration column test
  ÊÒÄÚÍÁ¹¤ÊÔÑéK0¹Ì½á²»ÅÅË®ÊÔÑéK0 consolidated undrained test
  ÊÒÄÚÍÁ¹¤ÊÔÑéK0¹Ì½áÅÅË®ÊÔÑéK0 consolidated drained test
  ԭλ²âÊÔ±ê×¼¹áÈëÊÔÑéstandard penetration test
  ԭλ²âÊÔ±íÃæ²¨ÊÔÑésurface wave test
  ԭλ²âÊÔ³¬Éù²¨ÊÔÑéultrasonic wave test
  ԭλ²âÊÔ³ÐÔØ±ÈÊÔÑéCalifonia Bearing Ratio Test
  ԭλ²âÊÔµ¥×®ºáÏòÔØºÉÊÔÑélateral load test of pile
  ԭλ²âÊÔµ¥×®ÊúÏò¾²ÔغÉÊÔÑéstatic load test of pile
  ԭλ²âÊÔ¶¯Á¦´¥Ì½ÊÔÑédynamic penetration test
  ԭλ²âÊÔ¾²Á¦´¥Ì½ÊÔÑéstatic cone penetration test
  ԭλ²âÊÔ¾²Á¦ÔغÉÊÔÑéplate loading test
  ԭλ²âÊÔ¿ç¿×ÊÔÑécross-hole test
  ԭλ²âÊÔ¿éÌå¹²ÕñÊÔÑéblock resonant test
  ԭλ²âÊÔÂÝÐý°åÔØºÉÊÔÑéscrew plate test
  ԭλ²âÊÔÅÔѹÊÔÑépressurementer test
  ԭλ²âÊÔÇá±ã´¥Ì½ÊÔÑélight sounding test
  ԭλ²âÊÔÉî²ã³Á½µ¹Û²âdeep settlement measurement
  ԭλ²âÊÔÊ®×Ö°å¼ôÇÐÊÔÑévane shear test
  ԭλ²âÊÔÎÞËð¼ì²ânondestructive testing
  ԭλ²âÊÔÏ¿׷¨ÊÔÑédown-hole test
  ԭλ²âÊÔÏÖ³¡ÉøÍ¸ÊÔÑéfield permeability test
  ԭλ²âÊÔԭλ¿×϶ˮѹÁ¦Á¿²âin situ pore water pressure measurement
  ԭλ²âÊÔԭλÊÔÑéin-situ soil test
  ԭλ²âÊÔ×îºó¹áÈë¶Èfinal set
 

 

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