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26.moist unit weightÊªÖØ¶È
45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering ¹ú¼ÊÍÁÁ¦Ñ§ÓëÑÒÍÁ¹¤³Ìѧ»á
ËÄ. ÉøÍ¸ÐÔºÍÉøÁ÷
1.Darcy’s law ´ïÎ÷¶¨ÂÉ 2.piping¹ÜÓ¿ 3.flowing soilÁ÷ÍÁ 4.sand boilingɰ·Ð 5.flow netÁ÷Íø 6.seepageÉøÍ¸£¨Á÷£© 7.leakageÉøÁ÷ 8.seepage pressureÉøÍ¸Ñ¹Á¦ 9.permeabilityÉøÍ¸ÐÔ
10.seepage forceÉøÍ¸Á¦
11.hydraulic gradientË®Á¦ÌÝ¶È 12.coefficient of permeabilityÉøÍ¸ÏµÊý
Îå. µØ»ùÓ¦Á¦ºÍ±äÐÎ
1.soft soilÈíÍÁ 2.(negative) skin friction of driven pile´òÈë×®£¨¸º£©Ä¦×èÁ¦ 3.effective stressÓÐЧӦÁ¦ 4.total stress×ÜÓ¦Á¦
5.field vane shear strengthÊ®×ְ忹¼ôÇ¿¶È
6.low activityµÍ»îÐÔ 7.sensitivityÁéÃô¶È 8.triaxial testÈýÖáÊÔÑé 9.foundation design»ù´¡Éè¼Æ 10.recompactionÔÙѹËõ11.bearing capacity³ÐÔØÁ¦ 12.soil massÍÁÌå
13.contact stress (pressure)½Ó´¥Ó¦Á¦£¨Ñ¹Á¦£©
14.concentrated load¼¯ÖкÉÔØ 15.a semi-infinite elastic solid°ëÎÞÏÞµ¯ÐÔÌå 16.homogeneous¾ùÖÊ 17.isotropic¸÷ÏòͬÐÔ 18.strip footingÌõ»ù 19.square spread footing·½ÐζÀÁ¢»ù´¡
20.underlying soil (stratum ,strata)ÏÂÎԲ㣨ÍÁ£©
21.dead load =sustained loadºãÔØ ³ÖÐøºÉÔØ 22.live load»îÔØ 23.short –term transient load¶ÌÆÚ˲ʱºÉÔØ
24.long-term transient load³¤ÆÚºÉÔØ 25.reduced loadÕÛËãºÉÔØ 26.settlement³Á½µ 27.deformation±äÐÎ 28.casingÌ×¹Ü 29.dike=dykeµÌ£¨·À£© 30.clay fractionÕ³Á£Á£×é 31.physical propertiesÎïÀíÐÔÖÊ 32.subgrade·»ù 33.well-graded soil¼¶ÅäÁ¼ºÃÍÁ 34.poorly-graded soil¼¶Åä²»Á¼ÍÁ 35.normal stressesÕýÓ¦Á¦ 36.shear stresses¼ôÓ¦Á¦ 37.principal planeÖ÷Æ½Ãæ
38.major (intermediate, minor) principal stress×î´ó£¨ÖС¢×îС£©Ö÷Ó¦Á¦ 39.Mohr-Coulomb failure conditionĦ¶û-¿âÂØÆÆ»µÌõ¼þ 40.FEM=finite element methodÓÐÏÞÔª·¨
41.limit equilibrium method¼«ÏÞÆ½ºâ·¨
42.pore water pressure¿×϶ˮѹÁ¦
43.preconsolidation pressureÏÈÆÚ¹Ì½áѹÁ¦
44.modulus of compressibilityѹËõÄ£Á¿
45.coefficent of compressibilityѹËõϵÊý
46.compression indexѹËõÖ¸Êý 47.swelling index»Øµ¯Ö¸Êý 48.geostatic stress×ÔÖØÓ¦Á¦ 49.additional stress¸½¼ÓÓ¦Á¦ 50.total stress×ÜÓ¦Á¦ 51.final settlement×îÖÕ³Á½µ 52.slip line»¬¶¯Ïß
Áù. »ù¿Ó¿ªÍÚÓ뽵ˮ 1 excavation¿ªÍÚ£¨ÍÚ·½£© 2 dewatering£¨»ù¿Ó£©½µË® 3 failure of foundation»ù¿ÓʧÎÈ
4 bracing of foundation pit»ù¿ÓΧ»¤
5 bottom heave=basal heave £¨»ù¿Ó£©µ×¡Æð
6 retaining wallµ²ÍÁǽ 7 pore-pressure distribution¿×ѹ·Ö²¼ 8 dewatering method½µµÍµØÏÂˮλ·¨ 9 well point system¾®µãϵͳ£¨ÇáÐÍ£© 10 deep well pointÉî¾®µã 11 vacuum well pointÕæ¿Õ¾®µã 12 braced cutsÖ§³ÅΧ»¤ 13 braced excavationÖ§³Å¿ªÍÚ 14 braced sheetingÖ§³Åµ²°å
Æß. Éî»ù´¡--deep foundation 1.pile foundation×®»ù´¡
1)cast –in-place¹à×¢×® diving casting cast-in-place pile³Á¹Ü¹à×¢×® bored pile×ê¿××® special-shaped cast-in-place pile»ú¿ØÒìÐ͹à×¢×® piles set into rockǶÑÒ¹à×¢×® rammed bulb pileº»À©×®
2)belled pier foundation×ê¿×¶Õ»ù´¡ drilled-pier foundation
×ê¿×À©µ×¶Õ under-reamed bored pier
3)precast concrete pileÔ¤ÖÆ»ìÄýÍÁ×®
4)steel pile¸Ö×® steel pipe pile¸Ö¹Ü×® steel sheet pile¸Ö°å×®
5)prestressed concrete pileÔ¤Ó¦Á¦»ìÄýÍÁ×® prestressed concrete pipe pileÔ¤Ó¦Á¦»ìÄýÍÁ¹Ü×® 2.caisson foundation³Á¾®£¨Ï䣩 3.diaphragm wallµØÏÂÁ¬ÐøÇ½¡¡½ØË®Ç½ 4.friction pileĦ²Á×® 5.end-bearing pile¶Ë³Ð×® 6.shaftÊú¾®£»×®Éí 7.wave equation analysis²¨¶¯·½³Ì·ÖÎö 8.pile caps³Ð̨£¨×®Ã±£© 9.bearing capacity of single pileµ¥×®³ÐÔØÁ¦ 10.lateral pile load testµ¥×®ºáÏòÔØºÉÊÔÑé 11.ultimate lateral resistance of single pileµ¥×®ºáÏò¼«ÏÞ³ÐÔØÁ¦ 12.static load test of pileµ¥×®ÊúÏò¾²ºÉÔØÊÔÑé 13.vertical allowable load capacityµ¥×®ÊúÏòÈÝÐí³ÐÔØÁ¦ 14.low pile capµÍ×®³Ð̨ 15.high-rise pile cap¸ß×®³Ð̨ 16.vertical ultimate uplift resistance of single pileµ¥×®¿¹°Î¼«ÏÞ³ÐÔØÁ¦ 17.silent piling¾²Á¦Ñ¹×® 18.uplift pile¿¹°Î×® 19.anti-slide pile¿¹»¬×®
20.pile groupsȺ׮ 21.efficiency factor of pile groupsȺ׮ЧÂÊϵÊý£¨η£©
22.efficiency of pile groupsȺ׮ЧӦ 23.dynamic pile testing×®»ù¶¯²â¼¼Êõ
24.final set×îºó¹áÈë¶È 25.dynamic load test of pile×®¶¯ºÉÔØÊÔÑé
26.pile integrity test×®µÄÍêÕûÐÔÊÔÑé 27.pile head=butt׮ͷ 28.pile tip=pile point=pile toe×®¶Ë£¨Í·£© 29.pile spacing×®¾à
30.pile plan׮λ²¼ÖÃͼ 31.arrangement of piles =pile layout×®µÄ²¼ÖÃ
32.group actionȺ׮×÷Óà 33.end bearing=tip resistance×®¶Ë×è 34.skin(side) friction=shaft resistance×®²à×è
35.pile cushion×®µæ 36.pile driving(by vibration) £¨Õñ¶¯£©´ò×® 37.pile pulling test°Î×®ÊÔÑé 38.pile shoe׮ѥ 39.pile noise´ò×®ÔëÒô 40.pile rig´ò×®»ú
¾Å. ¹Ì½áconsolidation
1.Terzzaghi’s consolidation theory̫ɳ»ù¹Ì½áÀíÂÛ
2.Barraon’s consolidation theory°Í¡¹Ì½áÀíÂÛ
3.Biot’s consolidation theory±È°Â¹Ì½áÀíÂÛ
4.over consolidation ration (OCR)³¬¹Ì½á±È
5.overconsolidation soil³¬¹Ì½áÍÁ
6.excess pore water pressure³¬¿×ѹÁ¦
7.multi-dimensional consolidation¶àά¹Ì½á
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