{"id":1057,"date":"2021-01-09T16:39:08","date_gmt":"2021-01-09T09:39:08","guid":{"rendered":"https:\/\/dichthuatphuongdong.com\/blog\/?p=1057"},"modified":"2021-01-09T16:39:13","modified_gmt":"2021-01-09T09:39:13","slug":"top-100-thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-khong-the-bo-qua","status":"publish","type":"post","link":"https:\/\/dichthuatphuongdong.com\/blog\/top-100-thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-khong-the-bo-qua\/","title":{"rendered":"Top 100+ thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng kh\u00f4ng th\u1ec3 b\u1ecf qua"},"content":{"rendered":"\n<p>\u0110\u1ed1i v\u1edbi nh\u1eefng ng\u01b0\u1eddi \u0111ang h\u1ecdc v\u00e0 l\u00e0m trong ng\u00e0nh x\u00e2y d\u1ef1ng, vi\u1ec7c \u0111\u1ecdc b\u1ea3n v\u1ebd ho\u1eb7c tham kh\u1ea3o c\u00e1c ngu\u1ed3n t\u00e0i li\u1ec7u n\u01b0\u1edbc ngo\u00e0i c\u00f3 v\u1ebb c\u0169ng kh\u00e1 quen thu\u1ed9c. Tuy nhi\u00ean, \u0111\u1ec3 c\u00f3 th\u1ec3 hi\u1ec3u r\u00f5 v\u00e0 d\u1ecbch ch\u00ednh x\u00e1c c\u00e1c <a href=\"https:\/\/dichthuatphuongdong.com\/dich-tieng-anh-chuyen-nganh\/\" target=\"_blank\" rel=\"noreferrer noopener\">thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh<\/a> x\u00e2y d\u1ef1ng l\u00e0 m\u1ed9t vi\u1ec7c t\u1ed1n kh\u00e1 nhi\u1ec1u th\u1eddi gian v\u00e0 kh\u00f4ng h\u1ec1 d\u1ec5 d\u00e0ng. Nh\u1eadn th\u1ea5y \u0111\u01b0\u1ee3c \u0111i\u1ec1u \u0111\u00f3, D\u1ecbch Thu\u1eadt Ph\u01b0\u01a1ng \u0110\u00f4ng xin g\u1eedi \u0111\u1ebfn b\u1ea1n b\u00e0i t\u1ed5ng h\u1ee3p c\u00e1c <strong>thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng <\/strong>th\u00f4ng d\u1ee5ng v\u00e0 ch\u00ednh x\u00e1c nh\u1eb1m h\u1ed7 tr\u1ee3 b\u1ea1n n\u00e2ng cao kh\u1ea3 n\u0103ng ngo\u1ea1i ng\u1eef c\u1ee7a b\u1ea3n th\u00e2n. C\u00f9ng tham kh\u1ea3o ngay b\u00ean d\u01b0\u1edbi nh\u00e9!<\/p>\n\n\n\n<div class=\"wp-block-file\"><a href=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/Top-100-thuat-ngu-tieng-anh-chuyen-nganh-xay-dung.pdf\">Download Top-100-thuat-ngu-tieng-anh-chuyen-nganh-xay-dung<\/a><a href=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/Top-100-thuat-ngu-tieng-anh-chuyen-nganh-xay-dung.pdf\" class=\"wp-block-file__button\" download>T\u1ea3i xu\u1ed1ng<\/a><\/div>\n\n\n\n<h2 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng ph\u1ed5 bi\u1ebfn<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n A<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>AB \u2013 As Built: Ho\u00e0n c\u00f4ng<\/li><li>Abraham\u2019s cones: Khu\u00f4n h\u00ecnh ch\u00f3p c\u1ee5t \u0111\u1ec3 \u0111o \u0111\u1ed9 s\u1ee5t<\/li><li>Abrasion Damage: H\u01b0 h\u1ecfng do m\u00e0i m\u00f2n<\/li><li>Abrasive action: T\u00e1c \u0111\u1ed9ng m\u00e0i m\u00f2n<\/li><li>Abrasive paper: Gi\u1ea5y nh\u00e1m<\/li><li>Abutment: Tr\u1ee5 c\u1ea7u<\/li><li>Accelerated test: Gia t\u1ed1c th\u00ed nghi\u1ec7m<\/li><li>Acceleration due to gravity: <a rel=\"noreferrer noopener\" href=\"https:\/\/vi.wikipedia.org\/wiki\/Gia_t%E1%BB%91c_tr%E1%BB%8Dng_tr%C6%B0%E1%BB%9Dng\" target=\"_blank\">Gia t\u1ed1c tr\u1ecdng tr\u01b0\u1eddng<\/a><\/li><li>Accelerator : M\u00e1y gia t\u1ed1c \/ \u0110i\u1ec7n c\u1ef1c t\u0103ng t\u1ed1c<\/li><li>Acceptance: Nghi\u1ec7m thu, cho ph\u00e9p<\/li><li>Acid-resisting concrete: B\u00ea t\u00f4ng ch\u1ecbu axit<\/li><li>Acoustic treatment: X\u1eed l\u00fd ti\u1ebfng \u1ed3n<\/li><li>Active crack: V\u1ebft n\u1ee9t ho\u1ea1t \u0111\u1ed9ng<\/li><li>Activity of cement: \u0110\u1ed9 ho\u1ea1t h\u00f3a xi m\u0103ng<\/li><li>Actual construction time: Th\u1eddi h\u1ea1n thi c\u00f4ng th\u1ef1c t\u1ebf<\/li><li>Actual load: T\u1ea3i tr\u1ecdng th\u1ef1c, t\u1ea3i tr\u1ecdng c\u00f3 \u00edch<\/li><li>Additional load: T\u1ea3i tr\u1ecdng ph\u1ee5 th\u00eam \/ t\u0103ng th\u00eam<\/li><li>Addressable Fire Alarm: H\u1ec7 th\u1ed1ng b\u00e1o ch\u00e1y h\u1ec7 \u0111\u1ecba ch\u1ec9<\/li><li>Advanced composite material: V\u1eadt li\u1ec7u composite ti\u00ean ti\u1ebfn<\/li><li>Aerated concrete: B\u00ea t\u00f4ng x\u1ed1p \/ t\u1ed5 ong<\/li><li>Aerodynamic Stability of bridge: T\u00ednh \u1ed5n \u0111\u1ecbnh kh\u00ed \u0111\u1ed9ng h\u1ecdc c\u1ee7a c\u1ea7u<\/li><li>Aerial ladder: Thang c\u1ee9u ho\u1ea3<\/li><li>Agglomerate foam concrete: B\u00ea t\u00f4ng b\u1ecdt thi\u00eau k\u1ebft\/ b\u1ecdt k\u1ebft t\u1ee5<\/li><li>Aggregate: C\u1ed1t li\u1ec7u<\/li><li>Agitating truck: Xe tr\u1ed9n \/ xe b\u1ed3n<\/li><li>Agitation: S\u1ef1 khu\u1ea5y tr\u1ed9n<\/li><li>Agitator: M\u00e1y tr\u1ed9n<\/li><li>Agitator Shaker: M\u00e1y khu\u1ea5y<\/li><li>AGL \u2013 Above Ground Level: Ph\u00eda tr\u00ean Cao \u0111\u1ed9 s\u00e0n n\u1ec1n<\/li><li>Aggressivity: T\u00ednh \u0103n m\u00f2n<\/li><li>Air barrier: T\u1ea5m ng\u0103n kh\u00f4ng kh\u00ed<\/li><li>Air distribution system: H\u1ec7 th\u1ed1ng \u0111i\u1ec1u ph\u1ed1i kh\u00ed<\/li><li>Air entrainment: S\u1ef1 x\u00e2m nh\u1eadp kh\u00f4ng kh\u00ed<\/li><li>Air handling X\u1eed l\u00fd kh\u00f4ng kh\u00ed<\/li><li>Air inlet : L\u1ed7 d\u1eabn kh\u00f4ng kh\u00ed v\u00e0o<\/li><li>Air meter: M\u00e1y \u0111o l\u01b0\u1ee3ng kh\u00ed<\/li><li>Air temperature: Nhi\u1ec7t \u0111\u1ed9 kh\u00f4ng kh\u00ed<\/li><li>Air-placed concrete: B\u00ea t\u00f4ng phun<\/li><li>Air-supported structure: K\u1ebft c\u1ea5u b\u01a1m, kh\u00ed n\u00e9n<\/li><li>Alarm \u2013 Initiating device: Thi\u1ebft b\u1ecb b\u00e1o \u0111\u1ed9ng ban \u0111\u1ea7u<\/li><li>Alarm bell: Chu\u00f4ng b\u00e1o \u0111\u1ed9ng<\/li><\/ul>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img decoding=\"async\" src=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-1-min.jpg\" alt=\"Thu\u1eadt ng\u1eef trong ng\u00e0nh x\u00e2y d\u1ef1ng b\u1eb1ng ti\u1ebfng Anh\" class=\"wp-image-1065\" width=\"734\" height=\"489\"\/><figcaption>Thu\u1eadt ng\u1eef trong ng\u00e0nh x\u00e2y d\u1ef1ng b\u1eb1ng ti\u1ebfng Anh<\/figcaption><\/figure><\/div>\n\n\n\n<ul class=\"wp-block-list\"><li>Alkali: Ki\u1ec1m<\/li><li>Alkali-aggregate reaction: Ph\u1ea3n \u1ee9ng ki\u1ec1m c\u1ed1t li\u1ec7u<\/li><li>Alkali-silica reaction: Ph\u1ea3n \u1ee9ng ki\u1ec1m silicat<\/li><li>Allowable load: T\u1ea3i tr\u1ecdng cho ph\u00e9p<\/li><li>Allowable stress: \u1ee8ng su\u1ea5t cho ph\u00e9p<\/li><li>Allowable bearing capacity: Kh\u1ea3 n\u0103ng ch\u1ecbu l\u1ef1c cho ph\u00e9p<\/li><li>Alloy: H\u1ee3p kim<\/li><li>Alloy steel: Th\u00e9p h\u1ee3p kim<\/li><li>Alternate load: T\u1ea3i tr\u1ecdng \u0111\u1ed1i \u0111\u1ea7u<\/li><li>Alternate setbacks: \u0110\u1ed9 l\u00f9i<\/li><li>Altitude: Cao tr\u00ecnh, cao \u0111\u1ed9 c\u00f4ng tr\u00ecnh<\/li><li>Aluminate concrete: B\u00ea t\u00f4ng aluminat<\/li><li>Aluminate cement:\u00a0 Xi m\u0103ng aluminat<\/li><li>Amphibious backhoe excavator: M\u00e1y x\u00fac g\u1ea7u ng\u01b0\u1ee3c, l\u00e0m vi\u1ec7c tr\u00ean c\u1ea1n v\u00e0 \u0111\u1ea7m l\u1ea7y<\/li><li>Amplitude of stress: Bi\u00ean \u0111\u1ed9 bi\u1ebfn \u0111\u1ed5i \u1ee9ng su\u1ea5t<\/li><li>Abeam: X\u00e0 g\u00f3c; thanh gi\u1eb1ng g\u00f3c<\/li><li>Application of live load: X\u1ebfp ho\u1ea1t t\u1ea3i<\/li><li>Approach span: Nh\u1ecbp d\u1eabn<\/li><li>Approach viaduct: C\u1ea7u d\u1eabn<\/li><li>Appurtenance: Ph\u1ee5 t\u00f9ng<\/li><li>Aqueduct: C\u1ea7u m\u00e1ng<\/li><li>Arch: V\u00f2m<\/li><li>Architectural concrete: B\u00ea t\u00f4ng ki\u1ebfn tr\u1ee5c<\/li><li>Area of cross section (cross sectional area): Di\u1ec7n t\u00edch m\u1eb7t c\u1eaft<\/li><li>Armoured concrete: B\u00ea t\u00f4ng c\u1ed1t th\u00e9p<\/li><li>Articulated girder: D\u1ea7m gh\u00e9p<\/li><li>Askew bridge: C\u1ea7u xi\u00ean, c\u1ea7u ch\u00e9o g\u00f3c<\/li><li>Asphalt overlay: L\u1edbp ph\u1ee7 nh\u1ef1a \u0111\u01b0\u1eddng<\/li><li>Auger-cast piles: C\u1ecdc khoan nh\u1ed3i<\/li><li>Automatic batcher: Tr\u1ea1m tr\u1ed9n t\u1ef1 \u0111\u1ed9ng<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n B<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Bidding: \u0110\u1ea5u th\u1ea7u<\/li><li>Bag of cement: Bao xi m\u0103ng<\/li><li>Balance beam: \u0110\u00f2n c\u00e2n; \u0111\u00f2n th\u0103ng b\u1eb1ng<\/li><li>Balanced load: T\u1ea3i tr\u1ecdng \u0111\u1ed1i x\u1ee9ng<\/li><li>Balanced strain condition: \u0110i\u1ec1u ki\u1ec7n c\u00e2n b\u1eb1ng \u1ee9ng bi\u1ebfn<\/li><li>Ballast concrete: B\u00ea t\u00f4ng \u0111\u00e1 d\u0103m<\/li><li>Beam : D\u1ea7m<\/li><li>Bearable load: T\u1ea3i tr\u1ecdng cho ph\u00e9p<\/li><li>Bearing: G\u1ed1i c\u1ea7u<\/li><li>Bed load: Tr\u1ea7m t\u00edch \u0111\u00e1y<\/li><li>Bed plate: B\u1ec7 \u0111\u1ee1 ph\u00e2n ph\u1ed1i l\u1ef1c<\/li><li>Bedding: M\u00f3ng c\u1ed1ng<\/li><li>Bending crack: V\u1ebft n\u1ee9t do u\u1ed1n<\/li><li>Bending load: T\u1ea3i tr\u1ecdng u\u1ed1n<\/li><li>Bending moment: M\u00f4 men u\u1ed1n<\/li><li>Bending stress: \u1ee8ng su\u1ea5t u\u1ed1n<\/li><li>Bent-up bar:&nbsp; C\u1ed1t th\u00e9p u\u1ed1n cong l\u00ean<\/li><li>Biais buse: C\u1ed1ng ch\u00e9o, c\u1ed1ng xi\u00ean<\/li><li>Bicycle railing: H\u00e0ng r\u00e0o ch\u1eafn b\u1ea3o v\u1ec7 \u0111\u01b0\u1eddng xe \u0111\u1ea1p tr\u00ean c\u1ea7u<\/li><li>Bill of materials: T\u1ed5ng h\u1ee3p v\u1eadt t\u01b0<\/li><li>Building (BLDG): C\u00f4ng tr\u00ecnh<\/li><li>Bolt: Bu l\u00f4ng<\/li><li>Bolted construction: K\u1ebft c\u1ea5u \u0111\u01b0\u1ee3c li\u00ean k\u1ebft b\u1eb1ng bu l\u00f4ng<\/li><li>Bolted splice: Li\u00ean k\u1ebft bu l\u00f4ng<\/li><li>Bond: D\u00ednh b\u00e1m<\/li><li>Bond beam: D\u1ea7m n\u1ed1i<\/li><li>Bond stress: \u1ee8ng su\u1ea5t d\u00ednh b\u00e1m<\/li><li>Bonding agent: Ch\u1ea5t d\u00ednh k\u1ebft<\/li><li>Bonded tendon: C\u1ed1t th\u00e9p d\u1ef1 \u1ee9ng l\u1ef1c c\u00f3 d\u00ednh b\u00e1m v\u1edbi b\u00ea t\u00f4ng<\/li><li>Bottom of Pipe (BOP): \u0110\u00e1y \u1ed1ng<\/li><li>Bill of Quantities (BOQ): B\u1ea3ng D\u1ef1 to\u00e1n Kh\u1ed1i l\u01b0\u1ee3ng<\/li><li>Bore pile: C\u1ecdc khoan<\/li><li>Braced member: Thanh gi\u1eb1ng ngang<\/li><li>Braced girder: Gi\u00e0n c\u00f3 gi\u1eb1ng t\u0103ng c\u1ee9ng<\/li><li>Bracing: Gi\u1eb1ng gi\u00f3<\/li><li>Bracing beam: D\u1ea7m t\u0103ng c\u1ee9ng<\/li><li>Brake beam: \u0110\u00f2n h\u00e3m, c\u1ea7n h\u00e3m<\/li><li>Breeze concrete: B\u00ea t\u00f4ng b\u1ee5i than c\u1ed1c<\/li><li>Bricklayer \/ Brickie: Th\u1ee3 h\u1ed3<\/li><li>Bridge beam: D\u1ea7m c\u1ea7u<\/li><li>Bridge deck: K\u1ebft c\u1ea5u nh\u1ecbp c\u1ea7u<\/li><li>Bridge end: \u0110\u1ea7u c\u1ea7u<\/li><li>Bridge on curve: C\u1ea7u cong<\/li><li>Building area: Di\u1ec7n t\u00edch s\u00e0n x\u00e2y d\u1ef1ng<\/li><li>Building density: M\u1eadt \u0111\u1ed9 x\u00e2y d\u1ef1ng<\/li><li>Building investment project: D\u1ef1 \u00e1n \u0111\u1ea7u t\u01b0 x\u00e2y d\u1ef1ng<\/li><li>Building site: C\u00f4ng tr\u01b0\u1eddng x\u00e2y d\u1ef1ng<\/li><li>Buoyancy: L\u1ef1c \u0111\u1ea9y n\u1ed5i<\/li><\/ul>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img decoding=\"async\" width=\"640\" height=\"426\" src=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-2-min.jpg\" alt=\"Thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng\" class=\"wp-image-1066\" srcset=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-2-min.jpg 640w, https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-2-min-601x400.jpg 601w, https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-2-min-600x399.jpg 600w\" sizes=\"(max-width: 640px) 100vw, 640px\" \/><figcaption>Thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng<\/figcaption><\/figure><\/div>\n\n\n\n<h3 class=\"wp-block-heading\">\u00a0C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n C<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Crusher-run aggregate: C\u1ed1t li\u1ec7u s\u1ecfi \u0111\u00e1<\/li><li>Cable trace: \u0110\u01b0\u1eddng tr\u1ee5c c\u00e1p<\/li><li>Cable-stayed bridge&nbsp; : C\u1ea7u d\u00e2y xi\u00ean<\/li><li>Caisson: Gi\u1ebfng ch\u00ecm<\/li><li>Camber: \u0110\u1ed9 v\u1ed3ng ng\u01b0\u1ee3c<\/li><li>Camber beam: D\u1ea7m cong, d\u1ea7m v\u1ed3ng<\/li><li>Cantilever: H\u1eabng, ph\u1ea7n h\u1eabng<\/li><li>Cantilever construction method: Ph\u01b0\u01a1ng ph\u00e1p thi c\u00f4ng h\u1eabng<\/li><li>Carbon steel: Th\u00e9p c\u00e1c bon (th\u00e9p than)<\/li><li>Carcase: Khung s\u01b0\u1eddn (k\u1ebft c\u1ea5u nh\u00e0)<\/li><li>Cased beam: D\u1ea7m th\u00e9p b\u1ecdc b\u00ea t\u00f4ng<\/li><li>Cast iron: Gang \u0111\u00fac<\/li><li>Cast steel: Th\u00e9p \u0111\u00fac<\/li><li>Cast concrete : B\u00ea t\u00f4ng \u0111\u00fac&nbsp;<\/li><li>Castellated beam: D\u1ea7m th\u1ee7ng<\/li><li>Cellular concrete: B\u00ea t\u00f4ng t\u1ed5 ong<\/li><li>Cement: Xi m\u0103ng<\/li><li>Cement concrete: B\u00ea t\u00f4ng xi m\u0103ng<\/li><li>Cement content: H\u00e0m l\u01b0\u1ee3ng xi m\u0103ng<\/li><li>Center line: \u0110\u01b0\u1eddng tr\u1ee5c<\/li><li>Center of gravity: Tr\u1ecdng t\u00e2m<\/li><li>Center spiral: L\u00f5i h\u00ecnh xo\u1eafn \u1ed1c trong b\u00f3 s\u1ee3i th\u00e9p<\/li><li>Centrifugal pump \/ Impeller pump: B\u01a1m ly t\u00e2m<\/li><li>Centrifugal force: L\u1ef1c ly t\u00e2m<\/li><li>Centre point load: T\u1ea3i tr\u1ecdng t\u1eadp trung<\/li><li>Centred prestressing: D\u1ef1 \u1ee9ng l\u1ef1c \u0111\u00fang t\u00e2m<\/li><li>Centrifugal load: T\u1ea3i tr\u1ecdng ly t\u00e2m<\/li><li>Centroid lies: Tr\u1ee5c trung t\u00e2m<\/li><li>CFW \u2013 Continuous Fillet Weld: \u0110\u01b0\u1eddng h\u00e0n m\u00e9p li\u00ean t\u1ee5c<\/li><li>Characteristic strength: C\u01b0\u1eddng \u0111\u1ed9 \u0111\u1eb7c tr\u01b0ng<\/li><li>Chilled steel: Th\u00e9p \u0111\u00e3 t\u00f4i<\/li><li>Chord: Thanh bi\u00ean d\u00e0n<\/li><li>Chuting concrete: B\u00ea t\u00f4ng l\u1ecfng<\/li><li>Clarke beam: D\u1ea7m gh\u00e9p b\u1eb1ng g\u1ed7<\/li><li>Cobble: \u0110\u00e1 h\u1ed9c, \u0111\u00e1 x\u00e2y<\/li><li>Coefficient of roughness: H\u1ec7 s\u1ed1 nh\u00e1m<\/li><li>Coefficient of sliding friction: H\u1ec7 s\u1ed1 ma s\u00e1t tr\u01b0\u1ee3t<\/li><li>Coefficient of thermal expansion: H\u1ec7 s\u1ed1 d\u00e3n d\u00e0i do nhi\u1ec7t<\/li><li>Cofferdam: \u0110\u00ea quai (ng\u0103n n\u01b0\u1edbc t\u1ea1m)<\/li><li>Cold rolled steel: Th\u00e9p c\u00e1n ngu\u1ed9i<\/li><li>Combination beam: D\u1ea7m t\u1ed5 h\u1ee3p, d\u1ea7m gh\u00e9p<\/li><li>Commercial concrete: B\u00ea t\u00f4ng tr\u1ed9n s\u1eb5n<\/li><li>Composite load: T\u1ea3i tr\u1ecdng ph\u1ee9c h\u1ee3p<\/li><li>Compound concrete zone: V\u00f9ng b\u00ea t\u00f4ng ch\u1ecbu n\u00e9n<\/li><li>Compressive stress: \u1ee8ng su\u1ea5t n\u00e9n<\/li><li>Compressive load: T\u1ea3i tr\u1ecdng n\u00e9n<\/li><li>Concrete: B\u00ea t\u00f4ng<\/li><li>Concrete mixer \/ Gravity mixer: M\u00e1y tr\u1ed9n b\u00ea t\u00f4ng<\/li><li>Connect by hinge: N\u1ed1i kh\u1edbp<\/li><li>Consulting engineer: K\u1ef9 s\u01b0 c\u1ed1 v\u1ea5n<\/li><li>Continuous concrete: B\u00ea t\u00f4ng li\u1ec1n kh\u1ed1i<\/li><li>Contractor: Ng\u01b0\u1eddi nh\u1eadn th\u1ea7u, nh\u00e0 th\u1ea7u (b\u00ean B)<\/li><li>Corrosive environment aggressive: M\u00f4i tr\u01b0\u1eddng \u0103n m\u00f2n<\/li><li>Counterpoiser, Counterbalance: \u0110\u1ed1i tr\u1ecdng<\/li><li>Courbature: \u0110\u1ed9 cong<\/li><li>Crack opening, Crack width: \u0110\u1ed9 m\u1edf r\u1ed9ng v\u1ebft n\u1ee9t<\/li><li>Cutting machine: M\u00e1y c\u1eaft c\u1ed1t th\u00e9p<\/li><li>Cyclopean concrete: B\u00ea t\u00f4ng \u0111\u00e1 h\u1ed9c&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/li><li>Creep deformation: Bi\u1ebfn d\u1ea1ng do t\u1eeb bi\u1ebfn<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n D<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Dead load (DL): T\u0129nh t\u1ea3i<\/li><li>Dead to live load ratio: T\u1ef7 l\u1ec7 gi\u1eefa t\u0129nh t\u1ea3i v\u00e0 ho\u1ea1t t\u1ea3i<\/li><li>De-aerated concrete: B\u00ea t\u00f4ng (\u0111\u00fac trong) ch\u00e2n kh\u00f4ng<\/li><li>Deck girder: Gi\u00e0n c\u1ea7u<\/li><li>Deep foundation: M\u00f3ng s\u00e2u<\/li><li>Deflection: \u0110\u1ed9 v\u00f5ng<\/li><li>Deformed reinforcement: C\u1ed1t th\u00e9p c\u00f3 \u0111\u1ed9 d\u00ednh b\u00e1m cao (c\u00f3 g\u1edd)<\/li><li>Demand load: T\u1ea3i tr\u1ecdng y\u00eau c\u1ea7u<\/li><li>Dense concrete: B\u00ea t\u00f4ng n\u1eb7ng<\/li><li>Density of material T\u1ef7 tr\u1ecdng c\u1ee7a v\u1eadt li\u1ec7u<\/li><li>Design load: T\u1ea3i tr\u1ecdng t\u00ednh to\u00e1n, t\u1ea3i tr\u1ecdng thi\u1ebft k\u1ebf<\/li><li>Desk K\u1ebft c\u1ea5u nh\u1ecbp<\/li><li>Distributed load: T\u1ea3i tr\u1ecdng ph\u00e2n b\u1ed1<\/li><li>Diameter Nominal (DN): \u0110\u01b0\u1eddng k\u00ednh danh \u0111\u1ecbnh<\/li><li>Downpipe (DP): \u1ed0ng x\u1ed1i tho\u00e1t n\u01b0\u1edbc m\u01b0a<\/li><li>Drainage: H\u1ec7 th\u1ed1ng tho\u00e1t n\u01b0\u1edbc, s\u1ef1 tho\u00e1t n\u01b0\u1edbc<\/li><li>Dry concrete: B\u00ea t\u00f4ng tr\u1ed9n kh\u00f4, v\u1eefa b\u00ea t\u00f4ng c\u1ee9ng<\/li><li>Dry guniting : Phun b\u00ea t\u00f4ng kh\u00f4<\/li><li>Dry sand: C\u00e1t kh\u00f4<\/li><li>Durability: \u0110\u1ed9 b\u1ec1n l\u00e2u (tu\u1ed5i th\u1ecd)<\/li><li>Dynamic test: Th\u1eed nghi\u1ec7m \u0111\u1ed9ng h\u1ecdc<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">\u00a0C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n E<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Early strength concrete: B\u00ea t\u00f4ng k\u1ebft c\u1ee9ng nhanh<\/li><li>Earth pressure: \u00c1p l\u1ef1c \u0111\u1ea9y c\u1ee7a \u0111\u1ea5t<\/li><li>Eccentric load: T\u1ea3i tr\u1ecdng l\u1ec7ch t\u00e2m<\/li><li>Eccentricity: \u0110\u1ed9 l\u1ec7ch t\u00e2m<\/li><li>Elastic analysis: Ph\u00e2n t\u00edch \u0111\u00e0n h\u1ed3i (\u0111\u1ed1i v\u1edbi k\u1ebft c\u1ea5u)<\/li><li>Elastic deformation: Bi\u1ebfn d\u1ea1ng \u0111\u00e0n h\u1ed3i<\/li><li>Elastic limit: Gi\u1edbi h\u1ea1n \u0111\u00e0n h\u1ed3i<\/li><li>Elastic shortening: Co ng\u1eafn \u0111\u00e0n h\u1ed3i<\/li><li>Emergency bridge stairs: C\u1ea7u t\u1ea1m<\/li><li>Empirical method: Ph\u01b0\u01a1ng ph\u00e1p th\u1ef1c nghi\u1ec7m<\/li><li>Enol block: Kh\u1ed1i \u0111\u1ea7u d\u1ea7m<\/li><li>Equipment for the distribution of concrete: Thi\u1ebft b\u1ecb ph\u00e2n ph\u1ed1i b\u00ea t\u00f4ng<\/li><li>Erection equipment: Thi\u1ebft b\u1ecb x\u00e2y l\u1eafp<\/li><li>Erection joint: Khe n\u1ed1i thi c\u00f4ng, v\u1ebft n\u1ed1i thi c\u00f4ng<\/li><li>Erection load: T\u1ea3i tr\u1ecdng x\u00e2y l\u1eafp (trong l\u00fac thi c\u00f4ng)<\/li><li>Erection method: Ph\u01b0\u01a1ng ph\u00e1p l\u1eafp gh\u00e9p<\/li><li>Erection plan: B\u1ea3n v\u1ebd thi c\u00f4ng<\/li><li>EST \u2013 Estimate: \u0110\u00e1nh gi\u00e1, \u01b0\u1edbc l\u01b0\u1ee3ng<\/li><li>Eccentricity coefficient: H\u1ec7 s\u1ed1 l\u1ec7ch t\u00e2m<\/li><li>Expanding cement: Xi m\u0103ng n\u1edf<\/li><li>Expansion: D\u00e3n n\u1edf<\/li><li>Expansion joint: Khe co gi\u00e3n, khe bi\u1ebfn d\u1ea1ng<\/li><li>Experiment: Th\u1ef1c nghi\u1ec7m<\/li><li>External force: Ngo\u1ea1i l\u1ef1c<\/li><\/ul>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img decoding=\"async\" width=\"990\" height=\"450\" src=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-3-min.jpg\" alt=\"Ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng\" class=\"wp-image-1067\" srcset=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-3-min.jpg 990w, https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-3-min-600x273.jpg 600w, https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-3-min-768x349.jpg 768w\" sizes=\"(max-width: 990px) 100vw, 990px\" \/><figcaption>Ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng<\/figcaption><\/figure><\/div>\n\n\n\n<h3 class=\"wp-block-heading\">\u00a0C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n F<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Fabric reinforcement: C\u1ed1t (th\u00e9p) l\u01b0\u1edbi<\/li><li>Fabrication, Manufaction: Ch\u1ebf t\u1ea1o, s\u1ea3n xu\u1ea5t<\/li><li>Floor- Area Ratio (FAR): M\u1eadt \u0111\u1ed9 s\u00e0n x\u00e2y d\u1ef1ng<\/li><li>Fastening pin (to bolt): Ch\u1ed1t ngang (l\u1eafp ch\u1ed1t ngang)<\/li><li>FB \u2013 Footing Beam: D\u1ea7m m\u00f3ng<\/li><li>Floor Drain (FD): Ph\u1ec5u thu tho\u00e1t n\u01b0\u1edbc s\u00e0n<\/li><li>Fence: B\u1edd r\u00e0o, t\u01b0\u1eddng r\u00e0o<\/li><li>Fire Hose Cabinet (FHC): T\u1ee7 PCCC<\/li><li>Field of application: Ph\u1ea1m vi \u00e1p d\u1ee5ng<\/li><li>Fine gravel: S\u1ecfi nh\u1ecf, s\u1ecfi \u0111\u1eadp v\u1ee5n<\/li><li>Fire resistance: \u0110\u1ed9 b\u1ec1n ch\u1ecbu l\u1eeda<\/li><li>Floated concrete: (v\u1eefa) b\u00ea t\u00f4ng nh\u00e3o\/b\u00ea t\u00f4ng ch\u1ea3y l\u1ecfng<\/li><li>Fibre Optic Cable (FOC): C\u00e1p quang<\/li><li>Footing: B\u1ec7 m\u00f3ng<\/li><li>Form: V\u00e1n khu\u00f4n<\/li><li>Form removal: D\u1ee1 v\u00e1n khu\u00f4n<\/li><li>Foundation: M\u00f3ng<\/li><li>Foundation beam: D\u1ea7m m\u00f3ng<\/li><li>Foundation material: V\u1eadt li\u1ec7u c\u1ee7a m\u00f3ng<\/li><li>Fragile material: V\u1eadt li\u1ec7u d\u00f2n<\/li><li>Frame: Khung<\/li><li>Frame reinforcement: C\u1ed1t (th\u00e9p) gi\u00e0n<\/li><li>FSBL \u2013 Full Strength Butt Weld: \u0110\u01b0\u1eddng h\u00e0n \u0111\u1ed1i \u0111\u1ea7u ch\u1ecbu l\u1ef1c<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n H<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Hollow Pile: C\u1ecdc r\u1ed7ng ly t\u00e2m<\/li><li>Homogeneous material: V\u1eadt li\u1ec7u \u0111\u1ed3ng ch\u1ea5t<\/li><li>Homogeneity coefficient: H\u1ec7 s\u1ed1 \u0111\u1ed3ng nh\u1ea5t<\/li><\/ul>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img decoding=\"async\" width=\"612\" height=\"408\" src=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-4-min.jpg\" alt=\"T\u1eeb ng\u1eef ti\u1ebfng Anh th\u00f4ng d\u1ee5ng trong x\u00e2y d\u1ef1ng\" class=\"wp-image-1068\" srcset=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-4-min.jpg 612w, https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-4-min-600x400.jpg 600w\" sizes=\"(max-width: 612px) 100vw, 612px\" \/><figcaption>T\u1eeb ng\u1eef ti\u1ebfng Anh th\u00f4ng d\u1ee5ng trong x\u00e2y d\u1ef1ng<\/figcaption><\/figure><\/div>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n M<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Main reinforcement parallel to traffic: C\u1ed1t th\u00e9p ch\u1ee7 song song h\u01b0\u1edbng xe ch\u1ea1y<\/li><li>Movable form, traveling form: v\u00e1n khu\u00f4n di \u0111\u1ed9ng<\/li><li>Movable load: t\u1ea3i tr\u1ecdng di \u0111\u1ed9ng<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n N<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Non reactive load: t\u1ea3i tr\u1ecdng kh\u00f4ng g\u00e2y ph\u1ea3n l\u1ef1c, t\u1ea3i thu\u1ea7n tr\u1edf (\u0111i\u1ec7n)<\/li><li>Non-central load: t\u1ea3i tr\u1ecdng l\u1ec7ch t\u00e2m<\/li><li>Non-fines concrete: b\u00ea t\u00f4ng h\u1ea1t th\u00f4<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n O<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>Owner: Ch\u1ee7 \u0111\u1ea7u t\u01b0<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n U<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>U form bolt connection: Bu l\u00f4ng h\u00ecnh ch\u1eef U<\/li><li>Ultimate load: T\u1ea3i tr\u1ecdng gi\u1edbi h\u1ea1n<\/li><\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">C\u00e1c thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng v\u1ea7n Z<\/h3>\n\n\n\n<ul class=\"wp-block-list\"><li>ZinC covering: L\u1edbp m\u1ea1 k\u1ebdm<\/li><li>Zero resultant: H\u1ee3p l\u1ef1c b\u1eb1ng kh\u00f4ng<\/li><\/ul>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large\"><img decoding=\"async\" width=\"600\" height=\"400\" src=\"https:\/\/dichthuatphuongdong.com\/blog\/wp-content\/uploads\/2021\/01\/thuat-ngu-tieng-anh-chuyen-nganh-xay-dung-min.jpg\" alt=\"Ti\u1ebfng Anh x\u00e2y d\u1ef1ng\" class=\"wp-image-1069\"\/><figcaption>Ti\u1ebfng Anh x\u00e2y d\u1ef1ng<\/figcaption><\/figure><\/div>\n\n\n\n<p>C\u00e1c <strong>thu\u1eadt ng\u1eef<\/strong> <strong>Ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng<\/strong> kh\u00e1 ph\u1ee9c t\u1ea1p v\u00e0 mang t\u00ednh chuy\u00ean m\u00f4n cao. Ch\u00fang \u0111\u00f2i h\u1ecfi ng\u01b0\u1eddi k\u1ef9 s\u01b0 hay c\u00e1c nh\u00e2n vi\u00ean thi c\u00f4ng ph\u1ea3i c\u00f3 m\u1ed9t l\u01b0\u1ee3ng ki\u1ebfn th\u1ee9c v\u00e0 s\u1ef1 am hi\u1ec3u nh\u1ea5t \u0111\u1ecbnh v\u1ec1 c\u00f4ng vi\u1ec7c \u0111\u1ec3 c\u00f3 th\u1ec3 s\u1eed d\u1ee5ng c\u00e1c thu\u1eadt ng\u1eef n\u00e0y m\u1ed9t c\u00e1ch th\u00e0nh th\u1ea1o. 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style=\"font-size: 17.6px;\">\n            5\/5 - (30 b\u00ecnh ch\u1ecdn)    <\/div>\n    <\/div>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":2,"featured_media":1066,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[46],"tags":[9,63,51,89],"class_list":["post-1057","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-thuat-ngu-chuyen-nganh","tag-thuat-ngu","tag-thuat-ngu-chuyen-nganh","tag-thuat-ngu-tieng-anh","tag-thuat-ngu-xay-dung","generate-columns","tablet-grid-50","mobile-grid-100","grid-parent","grid-50","resize-featured-image"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v21.5 (Yoast SEO v21.5) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Top 100+ thu\u1eadt ng\u1eef ti\u1ebfng Anh chuy\u00ean ng\u00e0nh x\u00e2y d\u1ef1ng kh\u00f4ng th\u1ec3 b\u1ecf qua<\/title>\n<meta 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