elasticsolid半无限弹性体16homoge
eous均质17isotropic各向同性18stripfooti
g条基19squarespreadfooti
g方形独立基础20u
derlyi
gsoilstratumstrata下卧层（土）21deadloadsustai
edload恒载持续荷载22liveload活载23shorttermtra
sie
tload短期瞬时荷载24lo
gtermtra
sie
tload长期荷载25reducedload折算荷载26settleme
t沉降27deformatio
变形28casi
g套管29dikedyke堤（防）30clayfractio
粘粒粒组31physicalproperties物理性质32subgrade路基33wellgradedsoil级配良好土34poorlygradedsoil级配不良土35
ormalstresses正应力36shearstresses剪应力37pri
cipalpla
e主平面38majori
termediatemi
orpri
cipalstress最大（中、最小）主应力39MohrCoulombfailureco
ditio
摩尔库仑破坏条件40FEMfi
iteeleme
tmethod有限元法41limitequilibriummethod极限平衡法42porewaterpressure孔隙水压力43preco
solidatio
pressure先期固结压力44modulusofcompressibility压缩模量45coeffice
tofcompressibility压缩系数46compressio
i
dex压缩指数47swelli
gi
dex回弹指数48geostaticstress自重应力49additio
alstress附加应力50totalstress总应力51fi
alsettleme
t最终沉降52slipli
e滑动线六基坑开挖与降水1excavatio
开挖（挖方）2dewateri
g（基坑）降水3failureoffou
datio
基坑失稳4braci
goffou
datio
pit基坑围护5bottomheavebasalheave（基坑）底隆起6retai
i
gwall挡土墙7porepressuredistributio
孔压分
f布8dewateri
gmethod降低地下水位法9wellpoi
tsystem井点系统（轻型）10deepwellpoi
t深井点11vacuumwellpoi
t真空井点12bracedcuts支撑围护13bracedexcavatio
支撑开挖14bracedsheeti
g支撑挡板
七深基础deepfou
datio
1pilefou
datio
桩基础
1casti
place灌注桩divi
gcasti
gcasti
placepile沉管
灌注桩boredpile钻孔桩specialshapedcasti
placepile
机控异型灌注桩pilesseti
torock嵌岩灌注桩rammed
bulbpile夯扩桩
2belledpierfou
datio
钻孔墩基础drilledpierfou
datio

钻孔扩底墩u
derreamedboredpier
3precastco
cretepile预制混凝土桩
4steelpile钢桩steelpipepile钢管桩
steelsheet
pile钢板桩
5prestressedco
cretepile预应力混凝土桩prestressed
co
cretepipepile预应力混凝土管桩2caisso
fou
datio

沉井（箱）3diaphragmwall地下连续墙截水墙4frictio

pile摩擦桩5e
dbeari
gpile端承桩6shaft竖井；桩身
7waveequatio
a
alysis波动方程分析8pilecaps承台（桩
帽）9beari
gcapacityofsi
glepile单桩承载力10lateral
pileloadtest单桩横向载荷试验11ultimatelateral
resista
ceofsi
glepile单桩横向极限承载力12staticload
testofpile单桩竖向静r