闡述引入相應(yīng)的概念概論槪率概念化宏觀的補(bǔ)充規(guī)劃證明證實(shí)補(bǔ)償算法判別式有限元方法樣本單元法赤平投影stcrcographicprojec+ion地形landform干擾位木多法 interferencedisplacement闡述引入相應(yīng)的概念概論槪率概念化宏觀的補(bǔ)充規(guī)劃證明證實(shí)補(bǔ)償算法判別式有限元方法樣本單元法赤平投影stcrcographicprojec+ion地形landform干擾位木多法 interferencedisplacement地貌gcomorphology,reliefmcthod(IC>M)微地貌microrelief干擾能量法 interferenceenergy地貌單元londformunit,gcomorphicunitmcthod(IEM)坡度grade條分法methodofslices地形圖reliefmap極限平衡法limitequilibriummethod河谷rivervalley界面元法 boundaryelementmethod河道rivercourse模擬simulate河床riverbcd(channcl)計(jì)算程序computerprogram沖溝gully,gulley,erosiongi數(shù)值分析numericalanalysisstrcam(brook)calculationload赤平投影法mcthod(5PM)iso十ropyanisotropyheterogeneityboundaryconditionconstitutiveequation初始條件初始狀態(tài)巖上工程土木工程基礎(chǔ)工程alternatecybernetics組合式相互作用穩(wěn)定性評(píng)價(jià)均質(zhì)性介質(zhì)層組構(gòu)河漫灘階地沖積平原三角洲古河道channel沖積扇洪積扇坡積裙分水嶺expound(explain),stateintroduceintocorrespondingconceptionoverviewprobabilityconceptualizemacroscopiccompigmentplandemonstrate,certify,attestconfirmationcompcnsatc,makeup,imbursealgorithmdiscriminantfiniteelementmc+hod(FEM)sampleelementmcthod(SEM)stereographicprojection計(jì)算工作量解的唯一性 uniquenessofsolution多層結(jié)構(gòu)模型laminatedmodel非線性 nonlinear橫觀各向同性lateralisotropy各向同性外向異性非均質(zhì)性邊界條件本構(gòu)方程initialconditionrestconditiongeotechnicalengineering,civilengineeringfoundationengineering最不利滑而themostdangerousslipsurface交替控制論大量現(xiàn)場(chǎng)調(diào)査massfieldsurveyscombinedtypeinteractionstabilityevaluationhomogeneitymediumlayer,strotumfabricgeographicandgoomorphic?匸程地質(zhì)條件engineeringgeologicalconditions地形地貌條件geographicandgcomorphicconditionsfloodplQin(volleyflat)terracealluvialplaindcl+ofossilrivercourse,fossilstreamalluvialfandiluvialfantalusaprondivide十一?本構(gòu)模型constitutivemethodclasticmodel聊性模型nonlinearclasticmodel非線性彈性2?模型3-4?clastoplasticmodel2?模型3-4?boundarysurfacemodel邊界而模型Duncan-Changmodel鄧肯一張模型rigidplasticmodel剛塑性模型copmodel蓋帽模型worksoftening加工軟化workhardening加工硬化Cambridgemodel劍橋模型idealclastoplasticmodel理想彈塑6.7.&6.7.&2.性模型13.一庫侖屈服準(zhǔn)則yieldsurface屈服而clasticholf-spacefoundationmodel彈性半空間地基模型clasticmodulus彈性模量Winklerfoundationmodel文克爾地基模型十二?地基承載力bearingcapacityoffoundationsoilpunchingshearfailure沖剪破壞generalshearfailure整體剪切破化3?4?狀態(tài)5.6.定性7.localshearfailure局部剪切破壞stateoflimitequilibrium極限平衡criticaledgepressurelocalshearfailure局部剪切破壞stateoflimitequilibrium極限平衡criticaledgepressure臨塑荷載stabilityoffoundationsoil地基穩(wěn)ultimatebearing capacityofollowablebearingcapacityoffoundationsoil地基容許承載力十三?土壓力 earthpressure1.activeearthpressure主動(dòng)止壓力passiveearthpressure被動(dòng)土壓力earthpressureatrest靜止土壓力4-Coulomb'searthprcssuretheory庫侖土壓力理論5.Rankincsearthpressuretheory朗金土壓力理論十四.土坡穩(wěn)定分析庫侖土壓力理論5.Rankincsearthpressuretheory朗金土壓力理論十四.土坡穩(wěn)定分析slopestabilityanalysisangleofreposc休止角Bishopmethod畢肖普法safetyfactorofslope邊坡穩(wěn)過安Felicniusmethodofslices費(fèi)紐倫gravityretainingwall重力式擋丄墻anchoredplateretainingwall3.全系數(shù)4.斯條分法Swedishcirclemethod瑞典圓弧滑動(dòng)法slicesmethod十五.擋土墻retainingwallstabilityofretainingwall擋土墻穩(wěn)左性2.3..墻。土墻5?、樁墻；I板描上墻anchoredsheetpilewall錨定板板樁墻十六.板樁結(jié)構(gòu)物sheetpilestructuresteelsheetpile鋼板樁reinforcedconcretesheetpile鋼筋混凝丄板樁steelpiles鋼樁woodensheetpile木板樁timberpiles木樁十七?淺基礎(chǔ)shallowfoundationfoundationwall基礎(chǔ)墻counterretainingwall扶壁式擋上cantileverretainingwoll懸臂式擋cantileversheetpilewall懸臂式板2?3.4.5.boxfoundation箱型基礎(chǔ)mat(rQf+)foundationfoundationwall基礎(chǔ)墻counterretainingwall扶壁式擋上cantileverretainingwoll懸臂式擋cantileversheetpilewall懸臂式板2?-7.8-9.bearingstratum持力層rigidfoundation剛性基礎(chǔ)flexiblefoundation6-7.8-9.wavevelocitymethod波速法materialdamping材料阻尼geometricdampingwavevelocitymethod波速法materialdamping材料阻尼geometricdamping兒何阻尼dampingratio阻尼比initialliquefaction初始液化naturalperiodofsoilsite地基固有dynamicshearmodulusofsoils動(dòng)netfoundationpressure基底附加應(yīng)力structurc-founda+ion-soilinteractionanalysis上部結(jié)構(gòu)一基礎(chǔ)一地基共同作用分析十八?土的動(dòng)力性質(zhì) dynamicpropertiesofsoils1?dynamicstrengthofsoils動(dòng)強(qiáng)度TOC\o"1-5"\h\zII4_ 1III強(qiáng)度&.剪切強(qiáng)度dynamicmagnificationfactor動(dòng)力放大因素liquefactionstrength抗液化強(qiáng)度dimensionlessfrequency無量綱頻率evaluationofliquefaction液化勢(shì)評(píng)價(jià)stresswaveinsoils±中應(yīng)力波dynamicsettlement振幅十九.動(dòng)力機(jī)器基礎(chǔ)equivalentlumpedparomc+ermethod等效集總參數(shù)法dynamicsubgradereactionmethod動(dòng)基床反力法3.4_5?clastichalf，spacetheoryoffoundationvibrotion基礎(chǔ)振動(dòng)彈性半空間理論vibrationisolotion隔振vibrationisolotion隔振foundationvibration基礎(chǔ)振動(dòng)基礎(chǔ)振動(dòng)頻率振幅7?naturolfrequencyoffoundation基礎(chǔ)自雀頻率二十?地基基礎(chǔ)抗基礎(chǔ)振動(dòng)頻率振幅7?naturolfrequencyoffoundation基礎(chǔ)自雀頻率二十?地基基礎(chǔ)抗s1. earthquakeengineering地菸工程soildynamics土動(dòng)力學(xué)durationofearthquake地農(nóng)持續(xù)時(shí)earthquakeresponsespcc+rum地earthquakeintensity地菸烈度earthquakemagnitude夜級(jí)seismicprcdominan+period地震卓maximumaccelerationofTOC\o"1-5"\h\z，間(鳶反應(yīng)譜1<:越周期Iearthquake地震最大加速度二十一?室內(nèi)土工實(shí)驗(yàn)highPressureconsolidationtest高壓固結(jié)試驗(yàn)consolidationunderKoconditionKo固結(jié)試驗(yàn)fallingheadpermeability變水頭試驗(yàn)constantheadpermeability常水頭滲透試驗(yàn)unconsolida+cd-undraincdtrioxiol也s十不固結(jié)不排水試臉consolidatedundroinedtrioxioltest固結(jié)不排水試臉consolidateddrainedtriaxialtest固結(jié)排水試驗(yàn)&compactiontest擊實(shí)試驗(yàn)consolidatedquickdirectsheartest固結(jié)快剪試驗(yàn)10-quickdirectsheartest快剪試驗(yàn)Itconsolidateddroineddirectshear也s十慢剪試驗(yàn)sieveanalysis篩分析geotechnicalmodeltest土工模型試驗(yàn)centrifugalmodeltest離心模型試驗(yàn)directshearapparatus直剪儀directsheartestM剪試驗(yàn)directsimplesheartest直接單剪試臉1&dynamictrioxialtest三軸試驗(yàn)dynamicsimpleshear動(dòng)單剪fr