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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 슼
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
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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 ( Ï⼸´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 ƽÔÇø
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