residual soils造句
例句與造句
- study on classification of granite residual soils
花崗巖殘積土的分類研究 - engineering characteristics of cutting slope of granite residual soil
花崗巖殘積土開挖邊坡的工程特性 - effect of microfissure in residual soil from granite to stability of pit
花崗巖殘積土中微裂隙對基坑安全的影響 - discussion about the geotechnical character of granite residual soil in fujian province
淺談福建省花崗巖殘積土的巖土工程地質(zhì)特性 - fundamental behavior and constitutive modeling of a cdg residual soil under undrained shear
不排水條件下全風(fēng)化花崗巖殘積土工程特性與本構(gòu)模型 - It's difficult to find residual soils in a sentence. 用residual soils造句挺難的
- the stress-strain behavior of the remolding sample indicated that the failure of residual soil slopes is not caused by static liquefaction
土體的應(yīng)力應(yīng)變特性表明土體破壞不是靜力液化機制所致。 - the train of thought on adopting granite residual soil as the bearing course in local areas of the gravity wharf for dachanwan port area container wharf phase project in shenzhen port is expounded
摘要介紹深圳港大鏟灣港區(qū)集裝箱碼頭一期工程重力式碼頭局部位置采用花崗巖殘積土作為持力層的設(shè)計思路。 - combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province, based on the residual soil slope project on the project site at k15 + 183 of yong-zhang highway ( yong'an section ), adopting non-linear theory, modern monitoring technology and numerical simulation technology, the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis . at the same time theory analysis, the analysis and estimate of field monitoring are taken into account in this course . main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad, slopes are classified and summarized systemically
并通過k15+183工點路塹土質(zhì)邊坡的各類位移變形的監(jiān)測成果驗證了該程序的正確性及適用性；(5)通過應(yīng)用大型有限元軟件ansys模擬分析，不僅分析了其隨著開挖時間步的應(yīng)力應(yīng)變關(guān)系，并模擬了與實際測斜管相匹配的測斜路徑，通過對各開挖時間步的模擬計算分析，得到了與實測數(shù)據(jù)較符合的結(jié)果；(6)綜合監(jiān)測分析成果和極限平衡理論計算分析成果，對k15+183工點路塹邊坡的原設(shè)計坡率和幾何形態(tài)進行了優(yōu)化計算分析，取得了較為滿意的結(jié)果。 - combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province, based on the residual soil slope project on the project site at k15 + 183 of yong-zhang highway ( yong'an section ), adopting non-linear theory, modern monitoring technology and numerical simulation technology, the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis . at the same time theory analysis, the analysis and estimate of field monitoring are taken into account in this course . main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad, slopes are classified and summarized systemically
并通過k15+183工點路塹土質(zhì)邊坡的各類位移變形的監(jiān)測成果驗證了該程序的正確性及適用性；(5)通過應(yīng)用大型有限元軟件ansys模擬分析，不僅分析了其隨著開挖時間步的應(yīng)力應(yīng)變關(guān)系，并模擬了與實際測斜管相匹配的測斜路徑，通過對各開挖時間步的模擬計算分析，得到了與實測數(shù)據(jù)較符合的結(jié)果；(6)綜合監(jiān)測分析成果和極限平衡理論計算分析成果，對k15+183工點路塹邊坡的原設(shè)計坡率和幾何形態(tài)進行了優(yōu)化計算分析，取得了較為滿意的結(jié)果。 - the reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall, giving rise to a high excess pore pressure which reduces shear strength of the soil . the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content
蔣家溝地區(qū)坡殘積土斜坡在暴雨條件下的破壞是由于降雨入滲導(dǎo)致土體發(fā)生剪縮破壞，破壞后土體的孔隙水壓力升高形成超孔隙水壓力、土體強度降低、破壞迅速擴展所致，因而大多數(shù)斜坡呈流滑型破壞并具有突然性破壞特點。 - the slope project is one of the three big problems of geotechnical engineering; cut soil slope is one of the important types of slope projects; engineering construction of the traffic, such as highway, railway in the mountain area and hills area etc . is developing rapidly, which will inevitably encounter the deformation and stability of cutting cliff debris and residual soil slopes
邊坡工程是巖土工程三大問題之一；路塹式土邊坡是邊坡工程中的重要類型之一；迅速發(fā)展的山區(qū)和丘陵地區(qū)的公路、鐵路等交通工程建設(shè)，必然會遭遇路塹式坡殘積土邊坡的變形與穩(wěn)定性問題。 - the results are as follows : trace elements such as cd, sb, zn and u can change residual soil composition deeply, elements such as ree, y, cr and cu can change water bodies and their sediments composition deeply, while elements such as v, ni, mo and tl can change residual soil, water bodies and their sediments composition deeply during black shales weathering
結(jié)果表明：在黑色頁巖風(fēng)化過程中，cd、sb、zn、u等元素對殘積土壤組成影響較大，ree、y、cr、cu等元素對周圍水體及沉積物組成影響較大，而v、ni、mo、t1等元素對殘積土壤和周圍水體及沉積物組成影響都較大。 - the results are as follows : trace elements such as cd, sb, zn and u can change residual soil composition deeply, elements such as ree, y, cr and cu can change water bodies and their sediments composition deeply, while elements such as v, ni, mo and tl can change residual soil, water bodies and their sediments composition deeply during black shales weathering
結(jié)果表明：在黑色頁巖風(fēng)化過程中，cd、sb、zn、u等元素對殘積土壤組成影響較大，ree、y、cr、cu等元素對周圍水體及沉積物組成影響較大，而v、ni、mo、t1等元素對殘積土壤和周圍水體及沉積物組成影響都較大。 - a systematic study is conducted on engineering behaviors of residual soil, failure mechanism of residual soil slope and mechanism of natural flow slides triggered by rainstorm in jiang jia drainage area . to investigate engineering properties of disturbed soils, a series of tests, including grain-size analyses, permeability tests, direct shear tests and dynamic iriaxial lest is performed on specimens
本文在總結(jié)熱帶坡殘積土地區(qū)暴雨滑坡轉(zhuǎn)化成泥石流的研究現(xiàn)狀和進展的基礎(chǔ)上，對云南東川市蔣家溝地區(qū)坡殘積土的工程特性、暴雨條件下斜坡土體的破壞機理、暴雨滑坡轉(zhuǎn)化成泥石流的形成機理和形成過程進行了較為系統(tǒng)的研究。 - a systematic study is conducted on engineering behaviors of residual soil, failure mechanism of residual soil slope and mechanism of natural flow slides triggered by rainstorm in jiang jia drainage area . to investigate engineering properties of disturbed soils, a series of tests, including grain-size analyses, permeability tests, direct shear tests and dynamic iriaxial lest is performed on specimens
本文在總結(jié)熱帶坡殘積土地區(qū)暴雨滑坡轉(zhuǎn)化成泥石流的研究現(xiàn)狀和進展的基礎(chǔ)上，對云南東川市蔣家溝地區(qū)坡殘積土的工程特性、暴雨條件下斜坡土體的破壞機理、暴雨滑坡轉(zhuǎn)化成泥石流的形成機理和形成過程進行了較為系統(tǒng)的研究。
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