1vane shear test|ʮְ

a semi-infinite elastic solid|޵

AASHTO= American Association State Highway Officials|ݹ·ԱЭ

active earth pressure|ѹ

additional stress|Ӧ

allowable bearing capacity of foundation soil|ػ

alluvial expansive soil|

anchored plate retaining wall|ê嵲ǽ

anchored sheet pile wall|ê׮ǽ

angle of internal friction|Ħ

angle of repose|ֹ

anisotropy|

ANSYS Booleans|

ANSYS Booleans Intersect|

ANSYS Booleans Overlap|

ANSYS Booleans Partition|ָ

ANSYS Cartesian|ѿ

ANSYS Cylindrical|

ANSYS Eigen Buckling|ֵ

ANSYS Global Cartesian|ѿϵ

ANSYS Global Cylindrical|ϵ

ANSYS Global Spherical|ϵ

ANSYS Grid|

ANSYS Harmonic|г

ANSYS Model|ģ̬

ANSYS Normal|

ANSYS Polar|

ANSYS Spectrum|׷

ANSYS Spherical|

ANSYS Static|̬

ANSYS Substructuring|ӽṹ

ANSYS Tolerance|ƫ

ANSYS Transient|˲̬

ANSYS Trial|

ANSYS Working Plane Origin|ƽԭ

anti-slide pile|׮

arrangement of piles|׮Ĳ

artificial foundation|˹ػ

ASCE=American Society of Civil Engineer|ľʦѧ

associated flow|

Atterberg limits|̫

Barraons consolidation theory|¡̽

bearing capacity|

bearing capacity of foundation soil|ػ

bearing capacity of single pile|׮

bearing stratum|

belled pier foundation|׶ջ

bench slope|̨ʽ

Biots consolidation theory|Ȱ¹̽

Bishop method|Фշ

bore hole columnar section|״ͼ

bored pile|׮

bottom heave|ӣ¡

boulder|Ưʯ

boundary surface model|߽ģ

box foundation|ͻ

braced cuts|֧Χ

braced excavation|֧ſ

braced sheeting|֧ŵ

bracing of foundation pit|Χ

bulk constitutive equation|ģ

caisson foundation|䣩

Cambridge model|ģ

cantilever retaining wall|ʽǽ

cantilever sheet pile wall|ʽ׮ǽ

cap model|ñģ

casing|׹

cast in place|ע׮

cement column|ˮ׮

cement mixing method|ˮ׮

centrifugal model test|ģ

chemical stabilization|ѧӹ̷

clay|ճ

clay fraction|ճ

clay mineralsճ|

clayey silt|ճʷ

clayey soil|ճ

coarse sand|ɰ

cobble|ʯ

coefficent of compressibility|ѹϵ

coefficient of consolidation|̽ϵ

coefficient of gradation|ϵ

coefficient of permeability|͸ϵ

coefficient of variation|ϵ

cohesion|ճ

collapsible loess treatment|ʪԻػ

compacted expansive soil|ʵ

compaction test|ʵ

compactness|ʵ

compensated foundation|Ի

complex texture|ʽṹ

composite foundation|ϵػ

compressibility|ѹ

compressibility modulus|ѹ

compression index|ѹָ

concentrated load|к

consolidated drained direct shear test|

consolidated drained triaxial test|̽ˮ(CD)

consolidated quick direct shear test|̽

consolidated undrained triaxial test|̽᲻ˮ(CU)

consolidation| ̽

consolidation curve|̽

consolidation test|̽

consolidation under K0 condition| K0̽

constant head permeability|ˮͷ͸

constitutive equation|ϵ

constitutive model|ģ

Coulombs earth pressure theory|ѹ

counter retaining wall|ʽǽ

country rock|Χ

critical edge pressure|ܺ

cross-hole test| 

cushion|

cyclic loading|ں

cycling load|

damping ratio|

Darcys law| 

dead load sustained load| 

deep foundation|

deep settlement measurement|۲

deep well point|

deformation|

deformation modulus|

deformation monitoring|μ

degree of consolidation|̽

degree of saturation|Ͷ

density|ܶ

dewatering|ӣˮ

dewatering method|͵ˮ̽ᷨ

diaphragm wall|ǽˮǽ

dilatation|

dimensionless frequency|Ƶ

direct shear|ֱ

direct shear apparatus|ֱ

direct shear test|ֱ

direct simple shear test|ֱӵ

direction arrangement|

discount coefficient|ۼϵ

diving casting cast-in-place pile|ܹע׮

domain effect theory|Ƭ

drilled-pier foundation|׶

dry unit weight|ض

dry weight density|ض

Duncan-Chang model|˿ϣģ

duration of earthquake|ʱ

dyke|

dynamic compaction|ǿ

dynamic compaction replacement|ǿû

dynamic load test of pile|׮

dynamic magnification factor|Ŵ

dynamic penetration test|(DPT)̽

dynamic pile testing|׮⼼

dynamic properties of soils| Ķ

dynamic settlement|ݣ

dynamic shear modulus of soils|ģ

dynamic strength|ǿ

dynamic strength of soils|ǿ

dynamic subgrade reaction method|

dynamic triaxial test|

earth pressure|ѹ

earth pressure at rest|ֹѹ

earthquake engineering|𹤳

earthquake intensity|Ҷ

earthquake magnitude|

earthquake response spectrum|Ӧ

effective stress|ЧӦ

effective stress approach of shear strength|ͿǿЧӦ

effective stress failure envelop|ЧӦƻ

effective stress strength parameter|ЧӦǿȲ

effective unit weight|Чض

efficiency factor of pile groups|Ⱥ׮Чϵǣ

efficiency of pile groups|Ⱥ׮ЧӦ

elastic half-space foundation model|԰ռػģ

elastic half-space theory of foundation vibration|񶯵԰ռ

elastic model|ģ

elastic modulus|ģ

elastoplastic model|ģ

embedded depth of foundation|

end-bearing pile|˳׮

engineering geologic investigation|̵ʿ

equivalent lumped parameter method|Чܲ

equivalent node load|С

evaluation of liquefaction|Һ

ewatering method|͵ˮλ

excavation|ڣڷ

excess pore water pressure|ѹ

expansive ground treatment|ػ

expansive soil|

failure criterion|ƻ׼

failure of foundation|ʧ

falling head permeability|ˮͷ

fatigue test|ƣ

Fellenius method of slices|Ŧ˹ַ

field permeability test|ֳ͸

field vane shear strength|ʮְ忹ǿ

filling condition|

final set|

final settlement|ճ

fine sand|ϸɰ

finite element method|Ա

flexible foundation|Ի

floor heave|

flow net|

flowing soil|

foundation design|

foundation engineering|

foundation vibration|

foundation wall|ǽ

fractal structure|νṹ

free swell|

freezing and heating|ȴ

freeresonancevibration column test|()

friction pile|Ħ׮

frozen heave|

frozen soil|

general shear failure|ƻ

geofabric|֯

geologic mode|ʽṹģʽ

geometric damping|

geostatic stress|Ӧ

geotechnical engineering|

geotechnical model test|ģ

gravel|ɰʯ

gravelly sand|ɰ

gravity retaining wall|ʽǽ

ground treatment|ػ

ground treatment in mountain area|ɽػ

groundwater|ˮ

groundwater level|ˮλ

groundwater table|ˮλ

group action|Ⱥ׮

high pressure consolidation test|ѹ̽

high-rise pile cap|׮̨

homogeneous|

hydraulic gradient|ˮݶ

hydrometer analysis|ؼƷ

hyperbolic model|˫ģ

hysteresis failure|ͺƻ

ideal elastoplastic model|뵯ģ

in situ test|ԭλ

in-situ pore water pressure measurement|ԭλ϶ˮѹ

in-situ soil test|ԭλ

initial liquefaction|ʼҺ

initial pressure|ʼѹ

initial stress field|ʼӦ

isotropic|ͬ

ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering| ѧѧ

jet grouting|ѹע

Kaolinite|ʯ

laminar texture|ṹ

landslide precasting|Ԥ

landslides|

lateral load test of pile|׮غ

lateral pile load test|׮غ

lateral pressure coefficient|ѹϵ

layered filling|ֲ

leakage|

light sounding|㴥̽

lime soil pile|׮

lime-soil compacted column|׮

lime-soil compaction pile| ׮

limit equilibrium method|ƽⷨ

limiting pressure|ѹ

lining|

liquefaction strength|Һǿ

live load|

local shear failure|ֲƻ

long term strength|ǿ

long-term strength|ǿ

long-term transient load|ں

low activity|ͻ

low pile cap|׮̨

material damping|

mathematical method|ѧģ

maximum acceleration of earthquake|ٶ

maximum dry density|ܶ

medium sand|ɰ

modulus of compressibility|ѹģ

Mohr-Coulomb failure condition|Ħ-ƻ

Mohr-Coulomb theory|Ī

Mohr-Coulomb yield criterion|Ī׼

moist unit weight|ʪض

multi-dimensional consolidation|ά̽

NATM|°·

natural frequency of foundation|Ƶ

natural period of soil site|ػ

net foundation pressure|׸Ӧ

nonlinear analysis|Է

nonlinear elastic model|Եģ

normal distribution| ֲ̬

normal stresses|Ӧ

normally consolidated soil|̽

numerical geotechanics|ֵѧ

one-dimensional consolidation|һά̽

optimum water content|źˮ

over consolidation ration| (OCR)̽

overconsolidated soil|̽

overconsolidation|̽

overconsolidation soil|̽

passive earth pressure|ѹ

peak strength|ֵǿ

peat|̿

permeability|͸

physical properties|

pile caps|̨׮ñ

pile cushion|׮

pile foundation|׮

pile groups|Ⱥ׮

pile headt|׮ͷ

pile integrity test|׮

pile noise|׮

pile pulling test|׮

pile rig|׮

pile shoe|׮ѥ

pile spacing|׮

pile tip|׮ˣͷ

piles set into rock|Ƕҹע׮

pillow|

piping|ӿ

plastic drain|ˮ

plate loading test|غ

Poisson ratio|ɱ

poorly-graded soil|䲻

pore pressure|϶ѹ

pore water pressure|϶ˮѹ

pore-pressure distribution|ѹֲ

precast concrete pile|Ԥƻ׮

preconsolidated pressure|ڹ̽ѹ

preconsolidation pressure|ڹ̽ѹ

preloading|Ԥѹ

pressuremeter test|ѹ

prestressed concrete pile|ԤӦ׮

prestressed concrete pipe pile|ԤӦ׮

primary consolidation|̽

primary structural surface|ԭṹ

principal plane|ƽ

principal stress|Ӧ

principle of effective stress|ЧӦԭ

probabilistic method|ʷ

probability of failure|ƻ

progressive failure|ƻ

punching shear failure|ƻ

quick direct shear test|

rammed bulb pile|׮

rammed-cement-soil pile|ʵˮ׮

random arrangement|

Rankines earth pressure theory|ʽѹ

rebound index|صָ

recompaction|ѹ

reduced load|

reinforced concrete sheet pile|ֽ׮

reinforcement method|ӽ

reloading|ټ

replacement ratio|ϵػû

residual diluvial expansive soil|»

residual soil|л

residual strength|ǿ

resistance to side friction|Ħ

retaining wall|ǽ

rigid foundation|Ի

rigid plastic model|ģ

rolling compaction|ѹ

root pile|׮

safety factor|ȫϵ

safety factor of slope|ȶȫϵ

sand boiling|ɰ

sand drain|ɰ

sand wick|װɰ

sand-gravel pile|ɰʯ׮

sandy silt|ɰʷ

saturated soil|

saturated unit weight|ض

saturation degree|Ͷ

screw plate test|غ

secondary consolidation|ι̽

secondary minerals|

secondary structural surface|ṹ

seepage|͸

seepage force|͸

seepage pressure|͸ѹ

seismic predominant period|׿Խ

sensitivity|

settlement|

shaft|

shallow foundation|ǳ

shear modulus|

shear strain rate|Ӧ

shear strength|ǿ

shear strength of interlayered weak surface|ǿ

shear strength of repeated swelling shrinkage|ǿ

shear stresses|Ӧ

sheet pile structure|׮ṹ

shield tunnelling method|ܹ

shinkrage coefficient|ϵ

shinkrage limit|

short Cterm transient load|˲ʱ

sieve analysis|ɸ

silent piling|ѹ׮

silt|

silty clay|ճ

silty sand|

size effect|ߴЧӦ

slaking characteristic|

slices method|ַ

slip line|

slope protection|

slope stability analysis|ȶ

soft clay|ճ

soft clay ground|ػ

soft soil|

soil dynamics|ѧ

soil fraction|

soil mass|

soil mechanics|ѧ

special-shaped cast-in-place pile|͹ע׮

specific surface|ȱ

spread footing|չ

square spread footing|ζ

sshaft resistance|׮

stability analysis|ȶԷ

stability of foundation soil|ػȶ

stability of retaining wall|ǽȶ

state of limit equilibrium|ƽ״̬

static cone penetration|(SPT)  ̽

static load test of pile|׮򾲺

steel pile|׮

steel piles|׮

steel pipe pile|ֹ׮

steel sheet pile|ְ׮

stress path|Ӧ·

stress wave in soils|Ӧ

striation|

strip footing|

strip foundation|λ

structural characteristic|ṹ

structure-foundation-soil interaction analysis|ϲṹػͬ÷

subgrade|·

surcharge preloading|Ԥѹ

surface compaction|ѹʵ

Swedish circle method|Բ

swelling index|صָ

system of engineering structure|̽ṹϵͳ

technical code for ground treatment of building|ػ淶

tectonic structural surface|ṹ

Terzzaghis consolidation theory|̫ɳ̽

thermal differential analysis|ȷ

three phase diagram|ͼ

timber piles|ľ׮

time effcet|ʱЧӦ

time effect|ʱЧӦ

time factor Tv|ʱ

tip resistance|׮

total stress|Ӧ

total stress approach of shear strength|ǿӦ

tri-phase soil|

triaxial test|

ultimate bearing capacity of foundation soil|ػ޳

ultimate lateral resistance of single pile|׮޳

unconfined compression|޲޿ѹǿ

unconfined compression strength|޲޿ѹǿ

unconsolidated-undrained triaxial test|̽᲻ˮ(UU)

underconsolidated soil|Ƿ̽

undrained shear strength|ˮǿ

Unified soil classification system|ͳһϵͳ

uniformity coefficient|ϵ

unloading|ж

unsaturated soil|Ǳ

uplift pile|׮

vacuum preloading|Ԥѹ

vacuum well point|վ

vane strength|ʮְ忹ǿ

vertical allowable load capacity|׮

vertical ultimate uplift resistance of single pile|׮μ޳

vibration isolation|

vibroflotation method|巨

viscoelastic foundation|ճԵػ

viscoelastic model|ճģ

viscous damping|ճ

water affinity|ˮ

wave equation analysi|s̷

wave velocity method|ٷ

well point system|ϵͳͣ

well-graded soil|

Winkler foundation model|Ŀ˶ػģ

wooden sheet pile|ľ׮

work hardening|ӹӲ

work softening|ӹ

yield function|

yield surface|

zonal soil|


