壩心 的英文怎麼說

Stress analysis of the rock fill dam with asphaltic concrete core wall

冶勒堆石壩瀝青混凝土心墻型式及尺寸研究

Cemf is located at the center area of shapingba district which is a cultural area in congqing city with convenient communication and transportation

工廠座落在重慶市的文化區沙坪壩區的中心地帶，交通極為便利。工廠佔地面積

Construction of rockfill dam with asphalt concerte core wall

瀝青混凝土心墻堆石壩的施工

Applying placement asphalt concrete core wall in rock - filled dam

澆築式瀝青混凝土心墻在堆石壩上的應用

Core wall construction management for the auxiliary dam of the fengcheng upper reservoir

風城高庫北副壩心墻施工控制

Adaptability of pouring asphalt concrete core wall for earth - rock in cold region

土石壩澆築式瀝青混凝土心墻在寒區的適用性

Calculation of water surface profile for earth dam with core wall during level fall of reservoir

水庫水位降落期心墻土壩水面線計算

It is believed that three northeast - striking dextral slip fault zones, i. e. the baxian - shulu - handan fault zone, the huanghua - dezhou - dongming fault zone, and the linyi - huanghekou fault zone, are the result of the tectonic transform of paleogene extending to neogene - quaternary laterally slipping of north china plain rift systems, which extend along the central axis of rifts and accord with the quaternary centers of subsidence as the main seismic structures within the rifts

認為壩縣束鹿邯鄲斷裂帶、唐山河間磁縣斷裂帶和黃驊德州東明斷裂帶3條北東向右旋走滑斷裂帶為華北平原裂谷系從早第三紀伸展拉張作用進入晚第三紀第四紀走滑剪切拉張作用的產物，這3條斷裂帶分別位於3個北東向坳陷帶中部，並構成了第四紀沉降中心，與營口濰坊斷裂帶起構成華北平原內的主要強震構造。

Graziers are accused of over - stocking and siphoning off water for their own use without paying for it, while cotton growers are accused of coveting an over - allocation from the upstream burrenjong dam

放牧人被指責是牲畜飼養過量，從濕地中引水自用卻不支付任何費用；同時，棉花種植者也被指責一心只想從布瑞鐘水壩上游裝置分水引入裝置而導致的後果。

The dam is but the centrepiece of a colossal endeavour to transform the cities of the yangtze along a 400 - mile stretch from the wartime capital of chongqing, in the west, to the old british treaty port of yichang, in the east, towards shanghai and the sea

三峽水壩只是一項改變長江沿岸城市的宏大計劃的中心部分，整個計劃范圍涉及長江沿岸400多英里的城市，從西邊的重慶開始，到港口都市宜昌，最後到東邊的入海口上海。

Applied techniques for the asphalt concrete anti - seepage wall

澆築式瀝青混凝土心墻堆石壩的應力分析

Kinglead hotel chongqing is the famous four - star business hotel set up by the kinglead industry group. hotel covers the area about 7200 square meter and with the architecture area of 3. 2 square meter up to 15 floors. it is located in the crossing of yuzhong, shapingba, jiulongpo, banan and daudukou district in the shiqiaopu high and new technology development distrist of chongqing. and east to the olympic center, west to yugao park, north to tv station of chongqing and nearby the fiest food and beverage street of chongqing service in 24 hours

酒店總佔地面積7200平方米，建築面積3 . 2萬平方米，樓高15層，位於重慶市石橋鋪高新技術開發區，地處渝中區沙坪壩區九坡區巴南區大渡口區交匯點，東鄰奧林匹克中心，西鄰渝高公園北鄰重慶電視臺與重慶「餐飲第一街」毗鄰，確保你每天24小時的任何時段內都能吃到重慶地道美食，讓您商務旅遊生活盡享愜意！

It is located in the crossing of yuzhong, shapingba, jiulongpo, banan and daudukou district in the shiqiaopu high and new technology development distrist of chongqing. and east to the olympic center, west to yugao park, north to tv station of chongqing and nearby the fiest food and beverage street of chongqing service in 24 hours

它地處渝中區沙坪壩區九坡區巴南區大渡口區交匯點，東鄰奧林匹克中心，西鄰渝高公園北鄰重慶電視臺與重慶「餐飲第一街」毗鄰，確保你每天24小時的任何時段內都能吃到重慶地道美食，讓您商務旅遊生活盡享愜意！

Broken gravel soil as impervious material for rockfill dam with core

石土作為心墻堆石壩防滲土料的初步研究

The dispersibility as well as seepage distortion and salt transference under long - term seepage condition of soil samples obtained from the clay core wall in xijiao and sanping reservoirs were studied by physical and chemical properties of soil and composition of clay mineral and the tests for identification of dispersive clay soils which included double - hydrometer test, pinhole test, crumb test, tests to defermine salt content of pore water and percentage of exchangeable sodium

摘要應用碎塊、針孔、雙比重計、孔隙水可溶鹽和交換性鈉百分比等五種試驗方法，結合物理化學性質和礦物成分分析，對西郊、三坪兩水庫大壩心墻土樣進行了多種方案的分散性試驗及長期滲流條件下的滲透變形試驗和鹽分運移試驗。

In order to understand the characteristics and mechanism of flow washout for the crevice of core wall in earth - rock dam, according to the exemple of crack washout test for the core of heihe dam, constant water level washout test and changing water level washout test are adopted differently, the process of test and the character of the flow washout for the core crack are gone into particulars

摘要為了解水流沖刷作用下反濾層對土石壩心墻裂縫發展保護作用的特點和機理，以黑河土石壩心墻裂縫沖刷試驗為例，分別採用常水頭和變水頭兩種方法，探討了土石壩心墻裂縫在水流沖刷過程中的特點。

Study on mechanism of hydraulic fracturing in core of earth - rockfill dam

土石壩心墻水力劈裂機制研究

An approach to high rockfill dam core anti - crack measures

高堆石壩心墻抗裂措施的探討

The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。

Triaxial creep test study on asphalt concrete in the core - wall of earth - rock dam

土石壩心墻瀝青混凝土三軸蠕變試驗研究