µ²ÍÁǽµ²ÍÁǽretaining wall
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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
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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
Ôλ²âÊÔ±ê×¼¹áÈëÊÔÑéstandard penetration test
Ôλ²âÊÔ±íÃæ²¨ÊÔÑésurface wave test
Ôλ²âÊÔ³¬Éù²¨ÊÔÑéultrasonic wave test
Ôλ²âÊÔ³ÐÔØ±ÈÊÔÑéCalifonia Bearing Ratio Test
Ôλ²âÊÔµ¥×®ºáÏòÔØºÉÊÔÑélateral load test of pile
Ôλ²âÊÔµ¥×®ÊúÏò¾²ÔغÉÊÔÑéstatic load test of pile
Ôλ²âÊÔ¶¯Á¦´¥Ì½ÊÔÑédynamic penetration test
Ôλ²âÊÔ¾²Á¦´¥Ì½ÊÔÑéstatic cone penetration test
Ôλ²âÊÔ¾²Á¦ÔغÉÊÔÑéplate loading test
Ôλ²âÊÔ¿ç¿×ÊÔÑécross-hole test
Ôλ²âÊÔ¿éÌå¹²ÕñÊÔÑéblock resonant test
Ôλ²âÊÔÂÝÐý°åÔØºÉÊÔÑéscrew plate test
Ôλ²âÊÔÅÔѹÊÔÑépressurementer test
Ôλ²âÊÔÇá±ã´¥Ì½ÊÔÑélight sounding test
Ôλ²âÊÔÉî²ã³Á½µ¹Û²âdeep settlement measurement
Ôλ²âÊÔÊ®×Ö°å¼ôÇÐÊÔÑévane shear test
Ôλ²âÊÔÎÞËð¼ì²ânondestructive testing
Ôλ²âÊÔÏ¿׷¨ÊÔÑédown-hole test
Ôλ²âÊÔÏÖ³¡ÉøÍ¸ÊÔÑéfield permeability test
Ôλ²âÊÔÔλ¿×϶ˮѹÁ¦Á¿²âin situ pore water pressure measurement
Ôλ²âÊÔÔλÊÔÑéin-situ soil test
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