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abrasiveness Ä¥ºÄ¶È

absolute datum ¾ø¶Ô»ùÃæ

abutment ÇĄ̊

abutment pier ÖÆ¶¯¶Õ

acceleration lane ¼ÓËÙ³µµÀ

accidental load żȻºÉÔØ

accommodation lane רÓóµµÀ

acoustic barrier ¸ôÒôǽ

acting circles of blasting ±¬ÆÆ×÷ÓÃȦ

additional stake ¼Ó×®

adjacent curve in one direction ͬÏòÇúÏß

admixture Íâ¼Ó¼Á

admixture ·´ÆÂ°²È«Ïß

aerial photogrammetry º½¿ÕÉãÓ°²âÁ¿

aerophoto base º½Éã»ùÏß

aerophoto interpretation º½ÉãÏñƬÅжÁ

ageing ÀÏ»¯

aggregate ¼¯ÁÏ ( ¹ÇÁÏ )

air hardining ÆøÓ²ÐÔ

alignment design ( ³ÇÊеÀ· ) Æ½ÃæÉè¼Æ£¬ÏßÐÎÉè¼Æ

alignment element ÏßÐÎÒªËØ

alligator cracking Â·Ãæ¹êÁÑ

allowable rebound deflection ÈÝÐí ( »Øµ¯ ) Íä³Á

alternative line ±È½ÏÏß

anchored bulkhead abutment ê¶§°åʽÇĄ̊

anchored bulkhead abutment ê¶§°åʽµ²ÍÁǽ

anchored retaining wall ê¸Ëʽµ²ÍÁǽ

anionic emulsified bitumen ÒõÀë×ÓÈ黯Á¤Çà

annual average daily traffic ÄêÆ½¾ùÈÕ½»Í¨Á¿

anti-creep heap ( ³§¿óµÀ· ) µ²³µ¶Ñ

anti-dizzling screen ·ÀìÅÆÁ ( ÕÚ¹âÕ¤ )

antiskid heap ( ³§¿óµÀ· ) ·À»¬¶Ñ

approach span ÒýÇÅ

aquitard ¸ôË®²ã

arch bridge ¹°ÇÅ

arch culvert ¹°º­

arch ring ¹°È¦

arterial highway ¸ÉÏß¹«Â·

arterial road ( ³§ÄÚ ) Ö÷¸ÉµÀ£¬ ( ³ÇÊÐ ) Ö÷¸É·

asphalt distributor Á¤ÇàÈ÷²¼³µ

asphalt mixing plant Á¤Çà»ìºÏÁϰèºÍÉ豸

asphalt remixer Á¤Çà»ìºÏÁÏ̯ÆÌ»ú

asphalt remixer ¸´°èÁ¤Çà»ìºÏÁÏ̯ÆÌ»ú

asphalt sand Á¤Çàɰ

asphalt sprayer Á¤ÇàÈ÷²¼»ú

asphaltic bitumen µØÁ¤Çà

at-grade intersection Æ½Ãæ½»²æ

auxiliary lane ¸½¼Ó³µµÀ

average consistency (of soil) ÍÁµÄ ) ƽ¾ù³í¶È

average gradient ƽ¾ù×ÝÆÂ

aximuth angle ·½Î»½Ç

balance weight retaining wall ºâÖØÊ½µ²ÍÁǽ

base course »ù²ã

base line »ùÏß

basic traffic capacity »ù±¾Í¨ÐÐÄÜÁ¦

beam bridge ÁºÇÅ

beam level deflectometer ¸Ü¸ËÍä³ÁÒÇ

bearing Ö§×ù

bearing angle ÏóÏÞ½Ç

bearing pile Ö§³Ð×®

bearing platform ³Ð̨

bed course µæ²ã

bench mark Ë®×¼µã

benched subgrade ̨¿Úʽ·»ù

bending strength ¿¹ÍäÇ¿¶È

Benkelman beam ¸Ü¸ËÍä³ÁÒÇ ( ±´¿ËÂüÍä³ÁÒÇ )

bent cap ¸ÇÁº

berm »¤ÆÂµÀ

binder ½áºÏÁÏ

binder course Áª½á²ã

bitumen Á¤Çà

bitumen ( Á¤Çà»ìºÏÁÏ ) ³éÌáÒÇ

bitumen-aggregate ratio ÓÍʯ±È

bituminous concrete pavement Á¤Çà»ìÄýÍÁ»ìºÏÁÏ

bituminous concrete mixture Á¤Çà»ìÄýÍÁÂ·Ãæ

bituminous concrete moxture Á¤ÇàËéʯ»ìºÏÁÏ

bituminous macadam pavement Á¤ÇàËéÊ¯Â·Ãæ

bituminous moxture Á¤Çà»ìºÏÁÏ

bituminous pavement Á¤ÇàÂ·Ãæ

bituminous penetration pavement Á¤Çà¹áÈëÊ½Â·Ãæ

biuminous surface treatment ( Á¤Çà ) ±íÃæ´¦ÖÎ

blasting crater ±¬ÆÆÂ©¶·

blastion for loosening rock Ëɶ¯±¬ÆÆ

blasting for throwing rock Å×ÖÀ±¬ÆÆ

blasting procedure ÍÁʯ·½±¬ÆÆ

bleeding ·ºÓÍ

blind ditch ä¹µ

blind drain ä¹µ

block pavement ¿éÁÏÂ·Ãæ

block stone ¿éʯ

blow up ¹°ÕÍ

boring ×ê̽

boring log ( µÀ· ) µØÖÊÖù״ͼ

boring machine ×ê¿×»ú

borrow earth ½èÍÁ

borrow pit È¡ÍÁ¿Ó

boundary frame on crossing µÀ¿ÚÏÞ½ç¼Ü

boundary frame on road µÀ·ÏÞ½ç¼Ü

boundary line of road construction µÀ·½¨ÖþÏÞ½ç

bowstring arch bridge ϵ¸Ë¹°ÇÅ

box culvert Ï亭

branch pipe of inlet ÓêË®¿ÚÖ§¹Ü

branch road ( ³ÇÊÐ ) ֧·£¬ ( ³§ÄÚ ) Ö§µÀ

bridge ÇÅÁº

bridge decking ÇÅÃæÏµ

bridge deck pavement ÇÅÃæÆÌ×°

bridge floor expantion and contraction installation traction installation ÇÅÃæÉìËõ×°ÖÃ

bridge gerder erection equpment ¼ÜÇÅ»ú

bridge on slope ÆÂÇÅ

bridge site ÇÅλ

bridle road ÍÔµÀ

broken chainage ¶ÏÁ´

broken stone Ëéʯ

broken back curve ¶Ï±³ÇúÏß

buried abutment ÂñÖÃʽÇĄ̊

bus bay ¹«½» ( ³µÁ¾ ) Í£¿¿Õ¾

bypass ÈÆÐй«Â·

cable bent tower Ë÷Ëþ

cable saddle Ë÷°°

cable stayed bridge бÀ­ÇÅ ( бÕÅÇÅ )

Cableway erecting equipment ÀÂË÷µõ×°É豸

California bearing ratio (CBR) ¼ÓÖݳÐÔØ±È (CBR)

California bearing ratio tester ¼ÓÖݳÐÔØ±È (CBR) ²â¶¨ÒÇ

camber cruve ·¹°ÇúÏß

cantilever beam bridge Ðü±ÛÁºÇÅ

cantilever beam bridge Ðü±Ûʽµ²ÍÁǽ

capacity of intersection ½»²æ¿ÚͨÐÐÄÜÁ¦

capacity of network Â·ÍøÍ¨ÐÐÄÜÁ¦

capillary water ëϸˮ

carriage way ³µÐеÀ ( ÐгµµÀ )

cast-in-place cantilever method Ðü±Û½½Öþ·¨

cationic emulsified bitumen ÑôÀë×ÓÈ黯Á¤Çà

cattle-pass ÐóÁ¦³µµÀ

cement concrete Ë®Äà»ìÄýÍÁ

cemint concrete pavement Ë®Äà»ìÄýÍÁ»ìºÏÁÏ

cement concrete pavement Ë®Äà»ìÄýÍÁÂ·Ãæ

center-island ÖÐÐĵº

center lane Öм䳵µÀ

center line of raod µÀ·ÖÐÏß

center line survey ÖÐÏß²âÁ¿

center stake ÖÐ×®

central reserve ·Ö¸ô´ø

channelization Çþ»¯½»Í¨

shannelization island µ¼Á÷µº

channelized intrersection ·ÖµÀתÍäʽ½»²æ¿Ú

chip ʯм

chute ¼±Á÷²Û

circular curve Ô²ÇúÏß

circular curve »·Â·

circular test »·µÀÊÔÑé

city road ³ÇÊеÀ·

civil engineering fabric ÍÁ¹¤Ö¯Îï

classified highway µÈ¼¶¹«Â·

classified highway µÈ¼¶µÀ·

clay-bound macadam Äà½áËéÊ¯Â·Ãæ

clearance ¾»¿Õ

clearance above bridge floor ÇÅÃæ¾»¿Õ

clearce of span ÇÅϾ»¿Õ

climatic zoning for highway ¹«Â·×ÔÈ»Çø»®

climbing lane ÅÀÆÂ³µµÀ

cloverleaf interchange ÜÙÞ£Ò¶ÐÎÁ¢Ìå½»²æ

coal tar úÁ¤Çà

cobble stone ÂÑʯ

coefficient of scouring ³åˢϵÊý

cohesive soil Õ³ÐÔÍÁ

cold laid method ÀäÆÌ·¨

cold mixing method Àä°è·¨

cold-stretched steel bar ÀäÀ­¸Ö½î

column pier Öùʽ¶Õ

combination-type road system »ìºÏʽµÀ·ϵͳ

compaction ѹʵ

compaction test »÷ʵÊÔÑé

compaction test apparatus »÷ʵÒÇ

compactmess test ѹʵ¶ÈÊÔÑé

composite beam bridge ÁªºÏÁºÇÅ

composite pipe line ×ۺϹܵÀ ( ×ۺϹÜÀÈ )

compound curve ¸´ÇúÏß

concave vertical curve °¼ÐÎÊúÇúÏß

concrete joint cleaner ( Ë®Äà»ìÄýÍÁ ) Â·ÃæÇå·ì»ú

concrete joint sealer ( Ë®Äà»ìÄýÍÁ ) Â·ÃæÌî·ì»ú

concrete mixing plant Ë®Äà»ìÄýÍÁ ( »ìºÏÁÏ ) °èºÍÉ豸

concrete paver Ë®Äà»ìÄýÍÁ ( »ìºÏÁÏ ) ̯ÆÌ»ú

concrete pump Ë®Äà»ìÄýÍÁ ( »ìºÏÁÏ ) ±Ã

concrete saw ( Ë®Äà»ìÄýÍÁ ) Â·Ãæ¾â·ì»ú

 

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cone penetrantion test ´¥Ì½ÊÔÑé

onflict point ³åÍ»µã

conical slope ×¶ÆÂ

consistency limit (of soil) ( ÍÁµÄ ) ³í¶È½çÏÞ

consolidated subsoil ¼Ó¹ÌµØ»ù

consolidation ¹Ì½á

construction by swing תÌå¼ÜÇÅ·¨

construction height of bridge ÇÅÁº½¨Öþ¸ß¶È

construction joint Ê©¹¤·ì

construction load Ê©¹¤ºÉÔØ

construction survey Ê©¹¤²âÁ¿

continuous beam bridge Á¬ÐøÁºÇÅ

contourline µÈ¸ßÏß

contraction joint Ëõ·ì

control point ·Ïß¿ØÖƵã

converging ºÏÁ÷

convex vertining wall ͹ÐÎÊúÇúÏß

corduroy road ľÅŵÀ

counterfout retaining wall ·ö±Úʽµ²ÍÁǽ

counterfort abutmen ·ö±ÚʽÇĄ̊

country road Ïç´åµÀ·

county road ÏØ¹«Â· ( ÏØµÀ ) £¬ÏçµÀ

creep Ðì±ä

critical speed ÁÙ½çËÙ¶È

cross roads Ê®×ÖÐν»²æ

cross slope ºáÆÂ

cross walk ÈËÐкáµÀ

cross-sectional profile ºá¶ÏÃæÍ¼

cross-sectional survey ºá¶ÏÃæ²âÁ¿

crown ·¹°

crushed stone Ëéʯ

crushing strength ѹËéÖµ

culture µØÎï

culvert º­¶´

curb ·Եʯ

curb side strip ·²à´ø

curve length ÇúÏß³¤

curve widening ƽÇúÏß¼Ó¿í

curved bridge ÍäÇÅ

cut ÍÚ·½

cut corner for sight line ( ·¿Ú ) ½Ø½Ç

cut-fill transition ÍÁ·½µ÷Åä

cut-fill transition ÍÁ·½µ÷Åäͼ

cutting ·ǵ

cycle path ×ÔÐгµµÀ

cycle track ×ÔÐгµµÀ

deceleration lane ¼õËÙ³µµÀ

deck bridge ÉϳÐʽÇÅ

deflection angle Æ«½Ç

deflection test Íä³ÁÊÔÑé

degree of compaction ѹʵ¶È

delay ÑÓÎó

density of road network µÀ·£¨Íø£©ÃܶÈ

edpth of tunnel ËíµÀÂñÉî

edsign elevation of subgrade ·»ùÉè¼Æ¸ß³Ì

design frequency ( ÅÅË® ) Éè¼ÆÖØÏÖÆÚ

edsign hourly volume Éè¼ÆÐ¡Ê±½»Í¨Á¿

design of evevation ( ³ÇÊеÀ· ) ÊúÏòÉè¼Æ

design of vertical alignment ×ݶÏÃæÉè¼Æ

design speed ¼ÆËãÐгµËÙ¶È ( Éè¼Æ³µËÙ )

design traffic capacity Éè¼ÆÍ¨ÐÐÄÜÁ¦

design vehicle Éè¼Æ³µÁ¾

design water level Éè¼ÆË®Î»

desiged dldvation Éè¼Æ¸ß³Ì

designed flood frequency Éè¼ÆºéˮƵÂÊ

deslicking treatment ·À»¬´¦Àí

Deval abrasion testion machine µÒ·¨¶ûÄ¥ºÄÊÔÑé»ú£¨Ë«Í²Ê½Ä¥ºÄÊÔÑé»ú£©

diamond interchange ÁâÐÎÁ¢Ìå½»²æ

differential photo ΢·Ö·¨²âͼ

direction angle ·½Ïò½Ç

directional interchange ¶¨ÏòʽÁ¢Ìå½»²æ

diverging ·ÖÁ÷

dowel bar ´«Á¦¸Ë

drain opening йˮ¿Ú

drainage by pumping station ( Á¢Ìå½»²æ ) ±ÃÕ¾ÅÅË®

drainage ditch ÅÅË®¹µ

dressed stone ÁÏʯ

drop water µøË®

dry concrtet ¸ÉÓ²ÐÔ»ìÄýÍÁ

ductility (of bitumen) ( Á¤Çà ) ÑÓ¶È

ductilometer ( Á¤Çà ) ÑÓ¶ÈÒÇ

dummy joint ¼Ù·ì

dynamic consolidation Ç¿º»·¨

economic speed ¾­¼Ã³µËÙ

econnomical hauling distance ÍÁ·½µ÷Åä¾­¼ÃÔ˾à

element support ¹¹¼þÖ§³Å

elevation ¸ß³Ì ( ±ê¸ß )

embankment ·µÌ

emergency parking strip ½ô¼±Í£³µ´ø

emulsified bitumen È黯Á¤Çà

erecting by floating ¸¡Ô˼ÜÇÅ·¨

erection by longitudinal pulling method ×ÝÏòÍÏÀ­·¨

erection by protrusion Ðü±ÛÆ´×°·¨

erection with cableway ÀÂË÷µõ×°·¨

evaporation pond Õô·¢³Ø

expansion bearing »î¶¯Ö§×ù

expansive soil ÅòÕÍÍÁ

expantion joint ÕÍ·ì

expressway ( ³ÇÊÐ ) ¿ìËÙ·

external destance Íâ ( ʸ ) ¾à

fabricated bridge ×°ÅäʽÇÅ

fabricated steel bridge ×°²ðʽ¸ÖÇÅ

factories and mines road ³§¿óµÀ·

factory external transportation line ¶ÔÍâµÀ·

factory-in road ³§ÄÚµÀ·

factory-out road ³§ÍâµÀ·

fast lane Äڲ೵µÀ

faulting of slab ends ´į́

feeder highway Ö§Ïß¹«Â·

ferry ¶É¿Ú

fibrous concrete ÏËά»ìÄýÍÁ

field of viaion ÊÓÒ°

fill Ìî·½

filled spandrel arch bridge ʵ¸¹¹°ÇÅ

final survey ¿¢¹¤²âÁ¿

fineness ϸ¶È

fineness modulus ϸ¶ÈÄ£Êý

fixed bearing ¹Ì¶¨Ö§×ù

flare wing wall abutment °Ë×ÖÐÎÇĄ̊

flared intersection ÍØ¿í·¿Úʽ½»²æ¿Ú

flash ÉÁµã

flash point tester (open cup method) ÉÁµãÒÇ ( ¿ª¿Ú±­Ê½ )

flexible pavement ÈáÐÔÂ·Ãæ

flexible pier ÈáÐÔ¶Õ

floor system ÇÅÃæÏµ

flush curb ƽԵʯ

foot way ÈËÐеÀ

ford ¹ýË®Â·Ãæ

forest highway ÁÖÇø¹«Â·

forest road ÁÖÇøµÀ·

foundation »ù´¡

free style road system ×ÔÓÉʽµÀ·ϵͳ

free way ¸ßËÙ¹«Â·

free-flow speed ×ÔÓɳµËÙ

freeze road ¶³°åµÀ·

freezing and thawing test ¶³ÈÚÊÔÑé

frost boiling ·­½¬

frozen soil ¶³ÍÁ

full depth asphalt pavement È«ºñʽÁ¤Çà ( »ìÄýÍÁ ) Â·Ãæ

function planting ¹¦ÄÜÔÔÖ²

general scour under bridge opening ÇÅÏÂÒ»°ã³åË¢

geological section ( µÀ· ) µØÖÊÆÊÃæÍ¼

geotextile ÍÁ¹¤Ö¯Îï

gradation ¼¶Åä

gradation of stone ( ·Óà ) ʯÁϵȼ¶

grade change point ±äÆÂµã

grade compensation ×ÝÆÂÕÛ¼õ

grade crossing Æ½Ãæ½»²æ

grade length limitation ÆÂ³¤ÏÞÖÆ

grade of side slope ±ßÆÂÆÂ¶È

grade separation ¼òµ¥Á¢Ìå½»²æ

grade-separated junction Á¢Ìå½»²æ

graded aggregate pavement ¼¶ÅäÂ·Ãæ

brader ƽµØ»ú

grain composition ¿ÅÁ£×é³É

granular material Á£ÁÏ

gravel Àùʯ

gravity pier (abutment) ÖØÁ¦Ê½¶Õ¡¢Ì¨

gravity retaining wall ÖØÁ¦Ê½µ²ÍÁǽ

green belt ÂÌ»¯´ø

gridiron road system ÆåÅÌʽµÀ·ϵͳ

ground control-point survey µØÃæ¿ØÖÆµã²âÁ¿

ground elevation µØÃæ¸ß³Ì

ground stereophotogrammetry µØÃæÁ¢ÌåÉãÓ°²âÁ¿

guard post 񈙗

guard rail »¤À¸

guard wall »¤Ç½

gully ÓêË®¿Ú

gutter ½Ö¹µ ( Æ«¹µ )

gutter apron ƽʯ

gutter drainage ÇþµÀÅÅË®

half-through bridge ÖгÐʽÇÅ

hard shoulder Ӳ·¼ç

hardening Ó²»¯

hardness Ó²¶È

haul road Ô˲ĵÀ·

heavy maintenance ´óÐÞ

hectometer stake °ÙÃ××®

hedge ÂÌÀé

height of cut and fill at ceneter stake ÖÐ×®ÌîÍڸ߶È

high strength bolt ¸ßÇ¿ÂÝ˨

high type pavement ¸ß¼¶Â·Ãæ

highway ¹«Â·

highway landscape design ¹«Â·¾°¹ÛÉè¼Æ

hill-side line ɽÆÂÏß ( ɽÑüÏß )

hilly terrain ÖØÇðÇø

horizontal alignment Æ½ÃæÏßÐÎ

horizontal curve ƽÇúÏß

hot laid method ÈÈÆÌ·¨

hot mixing method ÈȰ跨

hot stability (of bitumen) ( Á¤Çà ) ÈÈÎÈÐÔ

hydraulic computation Ë®Á¦¼ÆËã

hydraulic computation ˮӲÐÔ

imaginary inter Ò»Á÷ÐÅÏ¢¼à¿ØÀ¹½ØÏµÍ³

line development Õ¹Ïß

linking-up road ÁªÂçÏߣ¬Á¬½ÓµÀ·

liquid asphaltic bitumen ÒºÌåÁ¤Çà

liquid limit ÒºÏÞ

living fence ÂÌÀé

load ºÉÔØ

loading berm ·´Ñ¹»¤µÀ

lading combinations ºÉÔØ×éºÏ

loading plate ³ÐÔØ°å

lading platetest ³ÐÔØ°åÊÔÑé

local scour near pier ÇŶվֲ¿³åË¢

local traffic ¾³ÄÚ½»Í¨

location of line ¶¨Ïß

location survey ¶¨²â

lock bolt support woth shotcrete Åçê֧»¤

loess »ÆÍÁ

longitudinal beam ×ÝÁº

longitudinal gradient ×ÝÆÂ

longitudinal joint ×Ý·ì

loop ramp »·ÐÎÔѵÀ

Los Angeles abrasion testion machine Âåɼí¶Ä¥ºÄÊÔÑé»ú

machine ( ¸é°åʽĥºÄÊÔÑé»ú )

low rype pavement µÍ¼¶Â·Ãæ

main beam Ö÷Áº

main bridge Ö÷ÇÅ

maintenance Ñø»¤

maintenance period ´óÖÐÐÞÖÜÆÚ

manhole ¼ì²é¾®

marginal strip ·Ե´ø

marshall stability apparatus ÂíЪ¶ûÎȶ¨¶ÈÒÇ

Marshall stability test ÂíЪ¶ûÊÔÑé

masonry bridge ÛØ¹¤ÇÅ

maximum annual hourly volume Äê×î´óСʱ½»Í¨Á¿

maximum dry unit weight ( ±ê×¼ ) ×î´ó¸ÉÃܶÈ

maximum longitudinal gradient ×î´ó×ÝÆÂ

mine tunnelling method ¿óɽ·¨

mineral aggregate ¿óÁÏ

mineral powder ¿ó·Û

mini-roundabout ΢Ðλ·½»

minimum height of fill ( ·»ù ) ×îСÌîÍÁ¸ß¶È

minimum longitudinal gradient ×îС×ÝÆÂ

minimum radius of horizontal curve ×îСƽÇúÏß°ë¾¶

minimum turning radius Æû³µ×îСתÍä°ë¾¶

mixed traffic »ìºÏ½»Í¨

mixing method °èºÍ·¨

mixture »ìºÏÁÏ

model split ½»Í¨·½Ê½»®·Ö

modulus of elasticity µ¯ÐÔÄ£Á¿

modulus of resilience »Øµ¯Ä£Á¿

modulus ratio Ä£Á¿±È

monthly average daily traffic ÔÂÆ½¾ùÈÕ½»Í¨Á¿

motor way ¸ßËÙ¹«Â·

mountainous terrain ɽÁëÇø

movable bridge ¿ªÆôÇÅ

mud ÓÙÄà

multiple-leg intersection ¶à²í½»²æ

mational trunk highway ¹ú¼Ò¸ÉÏß¹«Â· ( ¹úµÀ )

matural asphalt ÌìÈ»Á¤Çà

natural scour ×ÔÈ»Ñݱä³åË¢

natural subsoil ÌìÈ»µØ»ù

navigable water level ͨº½Ë®Î»

nearside lane Íâ²à³µµÀ

net-shaped cracking Â·ÃæÍøÁÑ

New Austrian Tunnelling Method а·¨

observation point ²âµã

one-way ramp µ¥ÏòÔѵÀ

open cut method Ã÷ÍÚ·¨

open cut tunnel Ã÷¶´

open spandrel arch bridge ¿Õ¸¹¹°ÇÅ

opencast mine road ¶Ìì¿óɽµÀ·

operating speed ÔËÐÐËÙ¶È

iptimum gradation ×î¼Ñ¼¶Åä

iptimum moisture conter ×î¼Ñº¬Ë®Á¿

optimum speed ÁÙ½çËÙ¶È

organic binder Óлú½áºÏÁÏ

origin-destination study ÆðÆùµãµ÷²é

outbound traffic ³ö¾³½»Í¨

outlet submerged culvert ѹÁ¦Ê½º­¶´

outlet inlet main road ³ÇÊгöÈë¸ÉµÀ

overall speed Çø¼äËÙ¶È

overlay of pavement ÕÖÃæ

overpass grade separation ÉÏ¿çÌú·Á¢Ìå½»²æ

overtaking lane ³¬³µ³µµÀ

overtaking sight distance ³¬³µÊÓ¾à

paper location Ö½É϶¨Ïß

paraffin content test º¬À¯Á¿ÊÔÑé

parent soil Ô­×´ÍÁ

parking lane Í£³µ³µµÀ

parking lot Í£³µ³¡

parking station ¹«½» ( ³µÁ¾ ) Í£¿¿Õ¾

part out-part fill subgrade °ëÌî°ëÍÚʽ·»ù

pass Ûë¿Ú

passing bay ´í³µµÀ

patrol maintenance Ѳ»ØÑø»¤

paved crosing µÀ¿ÚÆÌÃæ

pavement Â·Ãæ

pavement pression Â·Ãæ³ÁÏÝ

pavement recapping Â·Ãæ·­ÐÞ

pavement slab pumping Â·Ãæ°åßóÄà

pavement spalling Â·ÃæËéÁÑ

pavemengthening Â·Ãæ²¹Ç¿

pavement structure layer Â·Ãæ½á¹¹²ã

 

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pavemill Â·ÃæÏ³Ï÷»ú ( ÅÙ·»ú )

peak hourly volume ¸ß·åСʱ½»Í¨Á¿

pedestrian overcrossing ÈËÐÐÌìÇÅ

pedestrian underpass ÈËÐеصÀ

penetration macadam with coated chips ÉϰèϹáʽ ( Á¤Çà )

chips Â·Ãæ

penetration method ¹áÈë·¨

penetration test apparatus ³¤¸Ë¹áÈëÒÇ

penetration (of bitumen) ( Á¤Çà ) ÕëÈë¶È

penetrometer ( Á¤Çà ) ÕëÈë¶ÈÒÇ

periodical maintenance ¶¨ÆÚÑø»¤

permaf rost ¶àÄê¶³ÍÁ

permanent load ÓÀ¾ÃºÉÔØ

perviousness test ͸ˮ¶ÈÊÔÑé

petroleum asphaltic bitumen ʯÓÍÁ¤Çà

photo index ÏñƬË÷Òýͼ ( Ïâ¼­¸´ÕÕͼ )

photo mosaic ÏñƬÏâǶͼ

photogrammetry ÉãÓ°²âÁ¿

photographic map Ó°ÏñµØÍ¼

pier ÇŶÕ

pile and pland retaining wall Öù°åʽµ²ÍÁǽ

pile bent pier ÅżÜ×®¶Õ

pile driver ´ò×®»ú

pipe culvert ¹Üº­

pipe drainage ¹ÜµÀÅÅË®


pit test ¿Ó̽

pitching method ÆÌÆö·¨

plain stage of slope ±ßÆÂƽ̨

plain terrain Æ½Ô­Çø

plan view ( ·Ïß ) Æ½ÃæÍ¼

plane design ( ³ÇÊеÀ· ) Æ½ÃæÉè¼Æ

plane sketch ( µÀ· ) Æ½ÃæÊ¾Òâͼ

planimetric photo ×ۺϷ¨²âͼ

plant mixing method ³§°è·¨

plasticity index ËÜÏÞ

plasticity index ËÜÐÔÖ¸Êý

poisson's ratio ²´ËɱÈ

polished stone value ʯÁÏÄ¥¹âÖµ

pontoon bridge ¸¡ÇÅ

porosity ¿Õ϶ÂÊ

porotable pendulum tester °ÚʽÒÇ

possible traffic capacity ¿ÉÄÜͨÐÐÄÜÁ¦

post-tensioning method ºóÕÅ·¨

pot holes Â·Ãæ¿Ó²Û

preliminary survey ³õ²â

preloading method Ԥѹ·¨

prestressed concrete Ô¤Ó¦Á¦»ìÄýÍÁ

prestressed concrete bridge Ô¤Ó¦Á¦»ìÄýÍÁÇÅ

prestresed steel bar drawing jack ÕÅÀ­Ô¤Ó¦Á¦¸Ö½îǧ½ï¶¥

pretensioning method ÏÈÕÅ·¨

prime coat ͸²ã

productive arterial road Éú²ú¸ÉÏß

productive branch road Éú²úÖ§Ïß

profile design ×ݶÏÃæÉè¼Æ

profilometer Â·ÃæÆ½Õû¶È²â¶¨ÒÇ

proportioning of cement concrete Ë®Äà»ìÄýÍÁÅäºÏ±È

protection forest fire-proof road »¤ÁÖ·À»ðµÀ·

provincial trunk highway Ê¡¸ÉÏß¹«Â· ( Ê¡µÀ )

railroad grade crossing ( Ìú· ) µÀ¿Ú

ramp ÔѵÀ

rebound deflection »Øµ¯Íä³Á

reclaimed asphalt mixture ÔÙÉúÁ¤Çà»ìºÏÁÏ

reclaimed bituminous pavement ÔÙÉúÁ¤ÇàÂ·Ãæ

reconnaissance ̤¿±

red clay ºìÕ³ÍÁ

reference stake »¤×®

referencion crack ·´ÉäÁÑ·ì

refuge island °²È«µº

regulating structure µ÷Öι¹ÔìÎï

reinforced concrete ¸Ö½î»ìÄýÍÁ

reinforced concrete bridge ¸Ö½î»ìÄýÍÁÇÅ

reinforced concrete pavement ¸Ö½î»ìÄýÍÁÂ·Ãæ

reinforced earth retaining wall ¼Ó½îÍÁµ²ÍÁǽ

relative moisture content (of soil) ( ÍÁµÄ ) Ïà¶Ôº¬Ë®Á¿

relief road ¸¨µÀ

residential street ¾Ó×¡ÇøµÀ·

resultant gradient ºÏ³ÉÆÂ¶È

retaining wall µ²ÍÁǽ

revelling of pavement Â·ÃæËÉÉ¢

reverse curve ·´ÏòÇúÏß

reverse loop »ØÍ·ÇúÏß

ridge crossing line Ô½ÁëÏß

ridge line ɽ¼¹Ïß

right bridge Õý½»ÇÅ

right bridge ÕýÇÅ

rigid frame bridge ¸Õ¹¹ÇÅ

rigid pavement ¸ÕÐ Ò»Á÷ÐÅÏ¢¼à¿ØÀ¹½ØÏµÍ³


routine maintenance СÐÞ±£Ñø

rubble Ƭʯ

running speed ÐÐÊ»ËÙ¶È

rural road ½¼ÇøµÀ·

saddle back Ûë¿Ú

safety belt °²È«´ø

safety fence ·À»¤Õ¤

salty soil ÑÎ×ÕÍÁ

sand ɰ

sanddrain (sand pile) ɰ¾®

sand gravel ɰÀù

sand hazard ɳº¦

sand mat of subgrade ÅÅˮɰµæ²ã

sand patch test ÆÌɰÊÔÑé

sand pile ɰ׮

sand protection facilities ·ÀɳÉèÊ©

sand ratio ɰÂÊ

sand sweeping »ØÉ°

sand sweeping equipment »ØÉ°»ú

sandy soil ɰÐÔÍÁ

saturated soil ±¥ºÍÍÁ

scraper ²ùÔË»ú

seal coat ·â²ã

secondary trunk road ( ³§ÄÚ ) ´Î¸ÉµÀ£¬ ( ³ÇÊÐ ) ´Î¸É·

seepage well ÉøË®¾®

segregation ÀëÎö

semi-rigid type base °ë¸ÕÐÔ»ù²ã

separate facilties ·Ö¸ôÉèÊ©

separator ·Ö¸ô´ø

sheep-foot roll Ñò×ãѹ·»ú ( Ñò×ãÄë )

shelter belt »¤Â·ÁÖ

shield ¶Ü¹¹ ( ¶Ü¹¹ÍÚ¾ò»ú )

shield tunnelling method ¶Ü¹¹·¨

shoulder ·¼ç

shrinkage limit ËõÏÞ

side ditch ±ß¹µ

side slope ±ßÆÂ

side walk ÈËÐеÀ

sieve analysis ɸ·Ö

sight distance ÊÓ¾à

sight distance of intersection ·¿ÚÊÓ¾à

sight line ÊÓÏß

sight triangle ÊÓ¾àÈý½ÇÐÎ

silty soil ·ÛÐÔÍÁ

simple supported beam bridge ¼òÖ§ÁºÇÅ

singl direction thrusted pier µ¥ÏòÍÆÁ¦¶Õ

single-sizeaggregat ͬÁ£¾¶¼¯ÁÏ

siphon culvert µ¹ºçº­

skew bridge б½»ÇÅ

skew bridge бÇÅ

skid road ¼¯²ÄµÀ·

slab bridge °åÇÅ

slab culvert ¸Ç°åº­

slab staggerting ´íλ

slide »¬ÆÂ

slope protection »¤ÆÂ

slump Ì®Âä¶È

snow hazard Ñ©º¦

snow plough ³ýÑ©»ú

snow protection facilities ·ÀÑ©ÉèÊ©

soft ground ÈíÈõµØ»ù

soft soil ÈíÍÁ

softening point tester (ring ball) ( Á¤Çà ) Èí»¯µãÒéÒÇ

method ( »· ¡ª Çò·¨ )

softening point (of bitumen) Á¤ÇࣩÈí»¯µã

solubility (of bitumen) ( Á¤Çà ) Èܽâ¶È

space headway ³µÍ·¼ä¾à

space mean speed ¿Õ¼äƽ¾ùËÙ¶È

span ¿ç¾¶

span by span method ÒÆ¶¯Ö§¼ÜÖð¿çÊ©¹¤·¨

spandrel arch ¸¹¹°

spandrel structure ¹°ÉϽṹ

special vehicle ÌØÖÖ³µÁ¾

speed-change lane ±äËÙ³µµÀ

splitting test ÅüÁÑÊÔÑé

spot speed µãËÙ¶È

spreading in layers ²ãÆÌ·¨

springing µ¯»ÉÏÖÏó

stabilizer Îȶ¨ÍÁ°èºÍ»ú

stabilized soil base course Îȶ¨ÍÁ»ù²ã

stage for heating soil and broken rock ËéÂą̈

stagered junction ´íλ½»²æ

stand axial loading ±ê×¼Öá½Ø

steel bridge ¸Ö½îÀä¶Õ»ú

steel bridge ¸ÖÇÅ

steel exention machie ¸Ö½îÀ­Éì»ú

stiffness modulus ¾¢¶È

stone coating test ʯÁϹü¸²ÊÔÑé

stone crusher Ëéʯ»ú

stone spreader ËéʯÈö²¼»ú

stopping sight distance Í£³µÊÓ¾à

stopping truck heap ( ³§¿óµÀ· ) ×è³µµÌ

street ½ÖµÀ

street draianage ½ÖµÀÅÅË®

street planting ½ÖµÀÂÌ»¯

street trees ÐеÀÊ÷

strengthening layer ²¹Ç¿²ã

strengthening of structure ¼Ó¹Ì

stringer ×ÝÁº

striping test for aggregate ¼¯ÁϰþÂäÊÔÑé

structural approach limit of tunnel ËíµÀ½¨ÖþÏÞ½ç

sub-high type pavement ´Î¸ß¼¶Â·Ãæ

subgrade ·»ù

subgrade drainage ·»ùÅÅË®

submersible bridge ÂþË®ÇÅ

subsidence ³ÁÏÝ

subsoil µØ»ù

substructure ϲ¿½á¹¹

superelevation ³¬¸ß

superelevation runoff ³¬¸ß»ººÍ¶Î

superstructure Éϲ¿½á¹¹

supported type abutment Ö§³ÅʽÇĄ̊

surface course Ãæ²ã

surface evenness Â·ÃæÆ½Õû¶È

surface frostheave Â·Ãæ¶³ÕÍ

surface permeameter Â·ÃæÍ¸Ë®¶È²â¶¨ÒÇ

surface roughness Â·Ãæ´Ö²Ú¶È

surface slipperinness Â·Ãæ»¬Áï

surface water µØ±íË®

surface-curvature apparatus Â·ÃæÇúÂʰ뾶²â¶¨ÒÇ

surrounding rock ΧÑÒ

suspension bridge ÐüË÷ÇÅ

swich-back curve »ØÍ·ÇúÏß

Tintersection ¶¡×ÖÐν»²æ (T Ðν»²æ )

T-shaped rigid frame bridge Ðθչ¹ÇÅ

tack coat Õ³²ã

tangent length ÇÐÏß³¤

tar ½¹ÓÍÁ¤Çà

technical standard of road µÀ·¼¼Êõ±ê×¼

Telford ×¶Ðοéʯ

Telford base ( ×¶ÐÎ ) ¿éʯ»ù²ã

terrace ̨µØ

thermal insulation berm ±£Î»¤µÀ

thermal insulation course ¸ôβã

thirtieth highest annual hourly ÄêµÚ 30 λ×î´óСʱ

volume ½»Í¨Á¿

through bridge ϳÐʽÇÅ

through traffic ¹ý¾³½»Í¨

tie bar À­¸Ë

timber bridge ľÇÅ

time headway ³µÍ·Ê±¾à

time mean speed ʱ¼äƽ¾ùËÙ¶È

toe of slope ( ±ß ) ÆÂ½Å

tonguel and groove joint Æó¿Ú·ì

top of slope ( ±ß ) ÆÂ¶¥

topographic featurc µØÃ²

topographic map µØÐÎͼ

topographic survey µØÐβâÁ¿

topography µØÐÎ

township road Ï繫· ( ÏçµÀ )

traffic assignment ½»Í¨Á¿·ÖÅä

traffic apacity ͨÐÐÄÜÁ¦

traffic composition ½»Í¨×é³É

traffic density ½»Í¨ÃܶÈ

traffic distribution ½»Í¨·Ö²¼

traffic flow ½»Í¨Á÷

traffic generation ½»Í¨·¢Éú

traffic island ½»Í¨µº

traffic mirror µÀ··´¹â¾µ

traffic planninng µÀ·½»Í¨¹æ»®

traffic safety device ½»Í¨°²È«ÉèÊ©

traffic square ½»Í¨¹ã³¡

traffic stream ³µÁ÷

traffic survey ½»Í¨µ÷²é

traffic volume ½»Í¨Á¿

traffic volume obserbation station ½»Í¨Á¿¹Û²âÕ¾

traffic volume ½»Í¨Á¿Ô¤²â

traffic volume survey ½»Í¨Á¿µ÷²é

transition curve »ººÍÇúÏß

transition slab at bridge head ÇÅÍ·´î°å

transition zone of cross section ¶ÏÃæ½¥±ä¶Î

transition zone of curve widening ¼Ó¿í»ººÍ¶Î

transitional gradient »ººÍÆÂ¶Î

transverse beam ºáÁº

transverse joint ºá·ì

traverse µ¼Ïß

traverse sruvey µ¼Ïß²âÁ¿

trencher ÍÚ¹µ»ú

triaxial test ÈýÖáÊÔÑé

trip ³öÐÐ

true joint Õæ·ì

trumpet interchange À®°ÈÐÎÁ¢Ìå½»²æ

trunk highway ¸ÉÏß¹«Â·

truss bridge èì¼ÜÇÅ

tunnel ( µÀ· ) ËíµÀ

trnnel boring machine ËíµÀ¾ò½ø»ú

tunnel ling ³ÄÆö

tunnel portal ¶´ÃÅ

tunnel support ËíµÀÖ§³Å

turnaround loop »Ø³µµÀ£¬»Ø³µ³¡

turning point תµã

two-way curved arch bridge Ë«Çú¹°ÇÅ

two-way ramp Ë«ÏòÔѵÀ

type of dry and damp soil base ÍÁ»ù¸ÉʪÀàÐÍ

U-shaped abut ment U ÐÎÇĄ̊

under-ground pipes comprethensive design ¹ÜÏß×ÛºÏÉè¼Æ

underground water µØÏÂË®

underground water level µØÏÂˮλ

underpass grade separation Ï´©Ìú·Á¢Ìå½»²æ

universal photo È«ÄÜ·¨²âͼ

urban road ³ÇÊеÀ·

valley line ÑØÏªÏß

variable load ¿É±äºÉÔØ

vehicle stream ³µÁ÷

vehicular gap ³µ ( Á¾ ) ¼ä¾»¾à

verge ·¼ç

vertical alignment ×ÝÃæÏßÐÎ

vertical curb Á¢ÔµÊ¯ ( ²àʯ )

vertical curve ÊúÇúÏß

vertical profile map ( ·Ïß ) ×ݶÏÃæÍ¼

viameter Â·ÃæÆ½Õû¶È²â¶¨ÒÇ

vibratory roller Õñ¶¯Ñ¹Â·»ú

viscosimeter ( Á¤Çà ) Õ³¶ÈÒÇ

viscosity (of bitumen) ( Á¤Çà ) Õ³ ( ÖÍ ) ¶È

voidratio ¿×϶±È

washout Ë®»Ù

waste ÆúÍÁ

waste bank ÆúÍÁ¶Ñ

water cement ratio Ë®»Ò±È

water content º¬Ë®Á¿

water level ˮλ

water reducing agent ¼õË®¼Á

water stability Ë®ÎÈÐÔ

water-bound macadam Ë®½áËéÊ¯Â·Ãæ

wearing course Ä¥ºÄ²ã

weaving ½»Ö¯

weaving point ½»Ö¯µã

weaving section ½»Ö¯Â·¶Î

wheel tracking test ³µÕÞÊÔÑé

width of subgrade ·»ù¿í¶È

workability ºÍÒ×ÐÔ

Y intersection Ðν»²æ

 


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