mối hàn theo chu vimối nối am dương fine modulu.s modulus of compression human ecology evironmenĩ corrosive environment agressive environinent reíracting madium ecological eravironment
Trang 4n a i l e d j o i n t
r i v e t e d c o n n e c t i o n vveldcd c o n n c c t i o n s
Trang 6v o i d
o o ĩ h o l e1
Trang 10s h r i n k a g e s t r e s s
Trang 14p h r e a t i c d i s c h a r g e
Trang 17m á y c ạ p đ ấ t r o a d s c r a p e r
m á y c ắ t c ố t t h é p c u t t i n g m a c h i n e
m á y c ắ t k h e c o n c r e t e s a w
Trang 19máy rải bitum
Trang 23continuosly reiníorceìd pavement
non-reinforced pavennent
one-course concrete pavement
non-rigid carriagewa y smcx)th surface
íailure suríace curved íailure suríaae vertical plane
firm surface interface datum level
Trang 24biến dạng tức thời của
bêtỏng khi kéo căng các
slump loss loss due to elaầic ìhortening
loss due to shrnkige íriction loss
loss due to cretp loss due to relíxaton of prestressing sttel
shrinkage loss
creep loss
loss due to corrree instant deformation die t) non- simultaneous Ịresressing of several stranck
elastic compresicn loss
Trang 25to anchor slippiiH; set loss elastic loss
bucking local buckling buckling
bukling slope íailure density
green đensiĩy density of spectnl povver population densiy
density of kinetic energy high density of taffic ỉagranglan densiy density of potental energy building density:
construction denity traffic density
sample
Trang 26thời của bẽtông
scaled full model
discrete model histereíle model simulation
description abutment; end support land abutment
ư shape abutmení gravity abutment anchored bulkhead abutmení supported type abutment supports
flare wing wall abuĩmenĩ buried/cỉead/secret abutment level
ordinance bench mark bench mark
fix point modulus modulus of đeíormation young modulus of concrete (modulus young)
Trang 27miền phi đàn hồi
miếng đệm nối bằng cao
su dúc sẩn
miếng kê
miếng kê dờ thanh cốt thép
miệng loe; miệng chuổng
móc uốn tiêu chuẩn
ĩrial batch of concrete porcelain enamel
cantilever of the slcb unsupporteđ ecỉge cf the slab ílexibility
surveying rod đomain
rupture zone plastic range premolđed rubber jcinĩ íiller
spacer bar supporl bell
nozzle point (verb) represent quarry material sources
hook Standard hook
Trang 28spread íooting damp-proof foundation piie íoundation
driven pile foundation becỉding
subbase isolate íooting isolated íoundation roađ íoundation brick foundation non-oscillatory ỉòundation coffeied íoundation
pile grillage íoundation shallow íoundation;
íooting; mat deep foundation model
atraction model
Trang 29mối hàn theo chu vi
mối nối am dương
fine modulu.s modulus of compression human ecology
evironmenĩ corrosive environment agressive environinent reíracting madium ecological eravironment
sa LI du re
penpheral \veld rebated ịoint dowelled joint coupler (coupling)
seam; joint lap joint contact splice Ịongitudinal joint
Trang 30mômen gây nứt
mối nối điều chỉnh được
mối nối đối đầu
mối nối đối đầu không
mối nối hợp long
mối nối kiểu chốt
mối nối kiếu răng cưa
mối nối liên kết bằng đinh
mối nối mắt giàn
mối nối mặt bích
mối nối mền
mối nối ở hiện trường
mối quan hệ (làm việc)
mồmen chưa nhân hệ số
oblique scarf joint angỉe joint
double-grooved joint open joint
closure joint needle joint savvtooth joint nailed connection peak joint
ílange joint ílexible joint field connection (working) relationship uníactored moment ultimate moment moment along sherter span
íactored moment cracking moment
Trang 31mômen kháng uốn của mặt
cát dối với thớ trên cùng
section modulus
section moduỉus with respect
to top (bottom) ĩibers
section modulus of top fiber reíered ĩo center of gravity
overturning moment moment of inertia secondary moment due to prestressing
statical momenỉ hypestatic moment of prestressing
bending moment: Aexural moment
li ve load moment tvvisting moment symetrically
Trang 32reaming wedening of the deck grease
corrosion-inhibiting grease latex
cap protective cap drive cap
timber cap bent caps not yet supporting girders
rot
Trang 33highest flood level historic floođ level design water level navigation flood level noise ỉevel
floocỉ level ground water level design water leveỉ navigable water level ditch
bypass channel drain ditch
irrigation ditch aesthetics
urban aesthetics
Trang 34rectiĩying energy randinat energy productivity labour productivity sunlight
liíting local crushing
axial compression eccentrical compressioni
Trang 35pure compression crush
anchor; gorm connector
siiíĩened angles
dead end anchorage
tie down concrete riprap tool anchorage assembly; ĩool anchor
mcchanical connection shear connector
rigid connecĩor vertical-tie
slab anchor ground anchors wedge anchorage
Trang 36nguồn cung cấp
nghiệm của hàm
nghiệm của phương trình
nghiêm không tầm thường
nghiên cứu khả thi
nghiên cứu phân tích
nghiên cứu sơ bộ
nghiên cứu tiền khả thi
nghiên cứu tổng quan
acceptance acceptance of uork research; study travelling matt techniqiue
íeasibility study (on) analytical study (on) preliminary study (on) pre-feasibility study (oin) comprehensive stucỉy
oblique offshore external force; externalỉ excitation
external axial íorces
external applied force suburb
provider
Trang 37nền đắp
neo kéo căng DƯL
neo kiểu đinh (của dầm
nut anchorage corner connecor metal anchorage Aexible connector exterior anchor anchor by adherence passive anchor
internal anchoi rock anchor grounđ anchor
rockbolting sand íilling pile íooting rock
embankment non-cohesive embankrment
Trang 38road bed; pavement íoundation; subgrade excavaíion
embankment railway formation/bed natural bed
clamped restraint ciamped pinned bi-clamped
clamped guided man-day
date of completion date of commencement sunny day
short-term (short load)
force couple random
in phase opposition
Trang 39nguyẽin mẫu; mảu dầu tiên
nguyẽin nhân hư hỏng
người (đi xe máy
người :gọi thầu (bên A)
người inhặn thầu (bên B)
ngưỡnịg an toàn
ng ư ỡ n g tràn
nhà khio
material sources theory
powerposition principle principle of superposition principle of superimposed stress
Hainilton principle degeneracy theorem raw material
prototype cause for deterioratio design principle
in opposing directions anti-closkwise; counter- clockwise
pedestrian bicyclist motorcyclist owner
contracĩor saíety margin overflow weir shed; deport; storehouse
Trang 40ílyover junction interchange clover leaft junction
anchoring plug
prebiocked plug
running knot mixing water adsorbed water impotable water combined water flood water
main water suríace water subsoil water; underground water
phreatic water fresh water
Trang 41mechanical plant power plant; hydro-electric plant
dvvelling-house contractor
sub-contractor carrier
workshop bayou mix blow blink interation manpower; labour regular official identiíy
derive diurnal tide heat of solution
Trang 42nhiệt độ thấp nhất tuyệt dối
nhiệt độ trung bình năm
nhiệt độ trung bình tháng
cao nhất
nhiệt độ tuyệt dối
nhiệt thu hồi
curing temperature assumed temperature at the time of erection
air temperature minimum absolute temperature
annual average temperature maxim um monthly average temperature
absolute temperature reclaimed heat
variíorm multi-storied cỉiiíract
span side span bridge span major span: main span effective span
approach span
Trang 43nhũ tương nhựa đường
nhựa đường át-phan
nhựa đường cứng
nhược điểm
suspended span truss span
simply supported span continuous span
anchor span navigation span effective span clear span group
clump of bamboo piles; group o f piles; pile cluster; pile cluster; cluster of piles; pile group
reinforcement group uplift
transportation need emultion
emulsiíication road tar emulsion asphalt
petrolium pich dravvback
Trang 44nút giao
nổ mìn đế khai thác đá ờ mỏ quarry blast
nổi đun chảy nhựa đường
caupling dile splicing splice
connect by hinge link (vvith)
successive internal force
to interpolate linearlv node
at-grade intersection Y- iníersection
diamond interchange interchange/grade- intersection
grade-separated intersection
Trang 45shrinkage cracks shrinkage cracking pattern cracking severe cracking vertical cracking moment diagonal cracking
Trang 46ô nhiễm nước thải
ố mầu (trên bề mặt bêtỏng)
pollution vehicular pollution air pollution
environmental pollution water pollution
sewage pollution efflorescence soi] stabilizition aeroelastic stability aerodvnamic stability of bridge
unconditional stability
slope itability
Trang 47ống loe của mấu nec (trong
kết cấu dự ứng lực kéo sau)
duct preborated pipe sewer
pipeline paved conduit line concỉuit rubber elephant trunk
elbow jacking sleeve corrugated pipe pipe for trumpet trumpet; guide
vitriíied clay pipe flexibỉe sheath
seamless polyethylene pipe
cleanout pipe
Trang 48phân tích
phân luồng giao thông
phân phối momen
phân tầng khi đổ bêtông
phân tích nhu cầu giao
thông tương lai
moment distribution segregation
analyse (us: analyze) perĩormance analysis
mechanical analysis plastic anaiysis
elastic anaìysis
kinetics analysis dynamic anaỉysis economic anaỉysis íatigue analysis model analysis íuture traffic demand analysis
mesh analysis; sieve analysis photoelastic analysis
material grading; size grading
Trang 49Steel corugated duct
corrugated Steel pipe
Steel pipe íilỉed with concrete
vent tube drain pipe open vent collector pipe perĩorated coỉlector pipe grout tube
underdrain drain
drain tile radiation cross linked polyoleíin tube
casing; Shell suríace casing rain leader
at quarter point
at mid - span
Trang 50characteristic phase lag ferry
to demolish; demolition premature íailure
failure; rupture ĩatigue íailure ữacture
scope; field safeĩy íìeld field of application scope of works scope of the project scope of the study anti resonance
Trang 51phân bố lại mômen
phân bố lại nội lực
phân bố lực giữa
phân bố ngang
phân bố ngang cùa tải
trọng bánh xe
phân bố ngang tải trọng
phân bố phi ĩuyến
reaction support reaction ground reaction response
alkali-aggregate reaction alkali-silica reaction
transient response reílecting; reactioii
generated plane
distribution pressure distribution longitudinal distribution of the vvheel load
reditribution of moment internal force redistribution force distribution betwween transverse distribution;
lateral distribution laĩeral distribution of the wheel loads
trausverse load distribution nonlinear distribrition
Trang 52phân biố vận tải
phân Ciấp công trình
phân câip cỡ hạt; cấp phối hạt
phân clhia giao thông
phân k;ỳ
phân loại; phân cấp
phân loại cầu
phân loại đá
phân loại đất
phân loại dường
phân lo>ại tốc độ thiết k ế
linear distribution stress distribution transport distribution works classiíication grading
traffic distribution divergent
phasing of investment phasing of construction;
stage construction classiíy; classiíication bridge classiíication rock classiíication soil classiíication road classiíication design speed classiĩicaton of the road
flow distribution
Trang 53phép nội suy tuyến tính
phép tam giác hoá ma trận
phép tích phân
phép tính nguyên hàm
approximate analysis
transport zonning land use zoning imaginary part pile shoe
embedded portion roadvvay; carriagevvay real part
stator finite element carriagevvay
dimetric projection perspective projection axonometric projection convolution
linear interpolaĩion choleski triangulazation integration
primitive íunction calculus
Trang 54phụ gia
phép toán
phễu
phễu phối liệu
phễu tiếp liệu
nonlinear rear
noise annoyance laboratory
sound spectruin perspective
proportioning overdosage allovvance admixture retarder
waterproofing ađmxtture air-entraining agen
quick setting admktuire
water-ređucing adnixaure retarding admixtun
Trang 55phụ gia
phép toán
phễu
phễu phối liệu
phễu tiếp liệu
nonlinear rear
noise annoyance laboratory
sound spectrum perspective
proportioning overdosage allovvance admixture retarder
waterproofing admxtiure air-entraining agen
quick setting admi:tuire
water-reducing adnix;ture retarding admixtun
Trang 56phụ gia hóa chất
phụ gia hoại tính bề mặt
phụ gia puzolan
phụ gia siêu giâm nước
phụ gia siêu hoá dẻo
phun bêtông khô
phun bêtông ướt
phun hỗn hợp bêtòng ướt
chemical admixture surface-active agent puzzolanic admixture;
puzzolanic material high-range vvater-ređucing ađmixture
superplasĩicize air-entraining agent bonding agent
acceleraton earlystrengĩh admixture
accelerating admixture
secondary auxiliaries dependent of accessories inject
dry guniting wet guniting wet-mix shotcrete
Trang 57írontal method splicing method ĩrequencial method of analyze
statistical method of analysis
íinite element method
triangulation
finite defference methocỉ
numerical method repair method methođ of joint cantilever constriiction method; cantilivering construction method
leveling method testing method utrasonic testing
Trang 58phương tiện cơ giới
phương tiện giao thông
empirical methođ permissible stress method
method of construction;
construction method motorized mean(s) of transport
existing means of transport
equation canonical equation equation of motion characteristic equation homogeneous equarion cigen value equation ỉagrange equation matriclai equ
temporal equation
azimuth resin
Trang 59quả búa
quả đọi
quả dpi; dây dpi
quá bão hoà
quá trinh ximãng hoá
quan điểm thiết kế
quan hệ song trực giao
excessive (excessive deílection)
over-reinforced over ỉoad
cementation process design policy
bi-orthogonality relationship transport relationship
observe settlement monitoring management
waste managemenĩ
Trang 60quay tít; xoáy cuộn
quay tự do trên gối
quốc lộ
quy chuẩn xây dựng
quy đinh giới hạn; biên giới
quy dổi
quy hoạch
quy hoạch định hướng
quy hoạch dô thị
quy hoạch dường
apparent inertial rotatory inertial spectrum
travel distance rotation
distinguish on-bearing free rotation national highvvay
construction code; building code
unbounded
to be converted into ~ planning; plan
concept plan ưrbari pianning road planning housing pỉanning landscaping
land use planning overall planning master plan
Trang 61quy trình tài trọne
quy trình (tiêu chuẩn)
Standard
design Standard ílexible pavement design
Standard
regulation Hospital ru le instruction: proceđure process
industriaỉ process procedures study regulations Standard speciíication of loading speciíication; cocie
trajectory land use right crucial
investment decision đecision of establishing account
Trang 62rain rill paved gutter
slot roacl gully (guĩter)
sewer open channel groove
barrier
Trang 63rút ra
ráp; nối (các mảnh vào lìhau) patch
ren bên phải
suríace void honeycomb exhauste porous blistering free fall điscretization relay
vibration
in tenn of vibration modcs