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8.one-dimensional consolidationһά¹Ì½á
9.primary consolidationÖ÷¹Ì½á
10.secondary consolidation´Î¹Ì½á
11.degree of consolidation¹Ì½á¶È 12.consolidation test¹Ì½áÊÔÑé 13.consolidation curve¹Ì½áÇúÏß 14.time factor Tvʱ¼äÒò×Ó
15.coefficient of consolidation¹Ì½áϵÊý
16.preconsolidation pressureÇ°Æڹ̽áѹÁ¦
17.principle of effective stressÓÐЧӦÁ¦Ô­Àí
18.consolidation under K0 condition K0¹Ì½á
Ê®. ¿¹¼ôÇ¿¶Èshear strength 1.undrained shear strength²»ÅÅË®¿¹¼ôÇ¿¶È
2.residual strength²ÐÓàÇ¿¶È 3.long-term strength³¤ÆÚÇ¿¶È 4.peak strength·åֵǿ¶È 5.shear strain rate¼ôÇÐÓ¦±äËÙÂÊ
6.dilatation¼ôÕÍ
7.effective stress approach of shear strength ¼ôÕÍ¿¹¼ôÇ¿¶ÈÓÐЧӦÁ¦·¨ 8.total stress approach of shear strength¿¹¼ôÇ¿¶È×ÜÓ¦Á¦·¨ 9.Mohr-Coulomb theoryĪ¶û£­¿âÂØÀíÂÛ 10.angle of internal frictionÄÚĦ²Á½Ç 11.cohesionÕ³¾ÛÁ¦ 12.failure criterionÆÆ»µ×¼Ôò 13.vane strengthÊ®×ְ忹¼ôÇ¿¶È
14.unconfined compressionÎÞ²àÏÞ¿¹Ñ¹Ç¿¶È
15.effective stress failure envelopÓÐЧӦÁ¦ÆÆ»µ°üÏß
16.effective stress strength parameterÓÐЧӦÁ¦Ç¿¶È²ÎÊý
ʮһ. ±¾¹¹Ä£ÐÍ--constitutive model
1.elastic modelµ¯ÐÔÄ£ÐÍ 2.nonlinear elastic model·ÇÏßÐÔµ¯ÐÔÄ£ÐÍ
3.elastoplastic modelµ¯ËÜÐÔÄ£ÐÍ 4.viscoelastic modelÕ³µ¯ÐÔÄ£ÐÍ
5.boundary surface model±ß½çÃæÄ£ÐÍ
6.Duncan-Chang modelµË¿Ï£­ÕÅÄ£ÐÍ 7.rigid plastic model¸ÕËÜÐÔÄ£ÐÍ 8.cap model¸ÇñģÐÍ 9.work softening¼Ó¹¤Èí»¯ 10.work hardening¼Ó¹¤Ó²»¯ 11.Cambridge model½£ÇÅÄ£ÐÍ 12.ideal elastoplastic modelÀíÏ뵯ËÜÐÔÄ£ÐÍ 13.Mohr-Coulomb yield criterionĪ¶û£­¿âÂØÇü·þ×¼Ôò
14.yield surfaceÇü·þÃæ
15.elastic half-space foundation modelµ¯ÐÔ°ë¿Õ¼äµØ»ùÄ£ÐÍ 16.elastic modulusµ¯ÐÔÄ£Á¿ 17.Winkler foundation modelÎĿ˶ûµØ»ùÄ£ÐÍ
Ê®¶þ. µØ»ù³ÐÔØÁ¦--bearing capacity of foundation soil
1.punching shear failure³å¼ôÆÆ»µ 2.general shear failureÕûÌå¼ôÇÐÆÆ»¯ 3.local shear failure¾Ö²¿¼ôÇÐÆÆ»µ 4.state of limit equilibrium¼«ÏÞƽºâ״̬
 5.critical edge pressureÁÙËܺÉÔØ
6.stability of foundation soilµØ»ùÎȶ¨ÐÔ
7.ultimate bearing capacity of foundation soilµØ»ù¼«ÏÞ³ÐÔØÁ¦ 8.allowable bearing capacity of foundation soilµØ»ùÈÝÐí³ÐÔØÁ¦
Ê®Èý. ÍÁѹÁ¦--earth pressure
1.active earth pressureÖ÷¶¯ÍÁѹÁ¦
2.passive earth pressure±»¶¯ÍÁѹÁ¦
3.earth pressure at rest¾²Ö¹ÍÁѹÁ¦
4.Coulomb’s earth pressure theory¿âÂØÍÁѹÁ¦ÀíÂÛ
5.Rankine’s earth pressure theoryÀʽðÍÁѹÁ¦ÀíÂÛ
Ê®ËÄ. ÍÁÆÂÎȶ¨·ÖÎö--slope stability analysis
1.angle of reposeÐÝÖ¹½Ç
 2.Bishop method±ÏФÆÕ·¨
 3.safety factor of slope±ßÆÂÎȶ¨°²È«ÏµÊý
 4.Fellenius method of slices·ÑŦÂ×˹Ìõ·Ö·¨
 5.Swedish circle methodÈðµäÔ²»¡»¬¶¯·¨
6.slices methodÌõ·Ö·¨
Ê®Îå. µ²ÍÁǽ--retaining wall
1.stability of retaining wallµ²ÍÁǽÎȶ¨ÐÔ
2.foundation wall»ù´¡Ç½ 3.counter retaining wall·ö±Úʽµ²ÍÁǽ 4.cantilever retaining wallÐü±Ûʽµ²ÍÁǽ
 5.cantilever sheet pile wallÐü±Ûʽ°å׮ǽ
 6.gravity retaining wallÖØÁ¦Ê½µ²ÍÁǽ
7.anchored plate retaining wall궨°åµ²ÍÁǽ
8.anchored sheet pile wall궨°å°å׮ǽ
Ê®Áù. °å×®½á¹¹Îï--sheet pile structure
1.steel sheet pile¸Ö°å×®
2.reinforced concrete sheet pile¸Ö½î»ìÄýÍÁ°å×®
3.steel piles¸Ö×®
4.wooden sheet pileľ°å×®
 5.timber pilesľ׮
Ê®Æß. dz»ù´¡--shallow foundation 1.box foundationÏäÐÍ»ù´¡ 2.mat(raft) foundationƬ·¤»ù´¡ 3.strip foundationÌõÐλù´¡ 4.spread footingÀ©Õ¹»ù´¡ 5.compensated foundation²¹³¥ÐÔ»ù´¡ 6.bearing stratum³ÖÁ¦²ã 7.rigid foundation¸ÕÐÔ»ù´¡ 8.flexible foundationÈáÐÔ»ù´¡
9.embedded depth of foundation»ù´¡ÂñÖÃÉî¶È
10.net foundation pressure»ùµ×¸½¼ÓÓ¦Á¦
11.structure-foundation-soil interaction analysisÉϲ¿½á¹¹£­»ù´¡£­µØ»ù¹²Í¬×÷Ó÷ÖÎö
Ê®°Ë. ÍÁµÄ¶¯Á¦ÐÔÖÊ--dynamic properties of soils
 1.dynamic strength of soils¶¯Ç¿¶È 2.wave velocity method²¨ËÙ·¨ 3.material damping²ÄÁÏ×èÄá 4.geometric damping¼¸ºÎ×èÄá 5.damping ratio×èÄá±È 6.initial liquefaction³õʼҺ»¯ 7.natural period of soil siteµØ»ù¹ÌÓÐÖÜÆÚ
8.dynamic shear modulus of soils¶¯¼ôÇÐÄ£Á¿ 9.dynamic ma
¶þÊ®. µØ»ù»ù´¡¿¹Õð
1.earthquake engineeringµØÕ𹤳Ì
 2.soil dynamicsÍÁ¶¯Á¦Ñ§
3.duration of earthquakeµØÕð³ÖÐøʱ¼ä
4.earthquake response spectrumµØÕð·´Ó¦Æ×
5.earthquake intensityµØÕðÁÒ¶È
 6.earthquake magnitudeÕð¼¶
 7.seismic predominant periodµØÕð׿ԽÖÜÆÚ 8.maximum acceleration of earthquakeµØÕð×î´ó¼ÓËÙ¶È
¶þʮһ. ÊÒÄÚÍÁ¹¤ÊµÑé 1.high pressure consolidation test¸ßѹ¹Ì½áÊÔÑé 2.consolidation under K0 condition K0¹Ì½áÊÔÑé 3.falling head permeability±äˮͷÊÔÑé
4.constant head permeability³£Ë®Í·Éø͸ÊÔÑé
5.unconsolidated-undrained triaxial test²»¹Ì½á²»ÅÅË®ÊÔÑé(UU)
6.consolidated undrained triaxial test¹Ì½á²»ÅÅË®ÊÔÑé(CU)
7.consolidated drained triaxial test¹Ì½áÅÅË®ÊÔÑé(CD)