soft pavement 中文意思是什麼
soft pavement
解釋
柔性道面-
The hard uneven pavement is under us, the soft deep mud is on either side.
堅硬不平的道路在我們下面，稀軟的深泥在道路兩旁。 -
Houses in twos and threes pass by us, solitary farms, ruinous buildings, dye - works, tanneries, and the like, open country, avenues of leafless trees. the hard uneven pavement is under us, the soft deep mud is on either side
在我們身邊經過的有兩三座房屋獨立的農莊建築物的廢墟染坊和硝皮作坊之類，還有開闊的田野一排排落了葉的樹。 -
Linear elastic dynamic fracture mechanics are adopted to analyze the working characters of the semi - rigid asphalt pavement with the reflective cracking. it is successful to simulate the crack expansion process based on elastic damage theory, at the same time the fatigue life is forecast. the research findings are valuable for the pavement engineering practice on the soft clay ground
本文分析路表變溫對軟土地基上半剛性路面結構體的作用時，考慮了路表降溫導致瀝青混凝土回彈模量的非均勻性，採用線彈性動斷裂力學分析軟土地基上含反射裂縫半剛性路面結構體的工作性狀。 -
The influence of differential settlement on pavement performance was analyzed using commercial finite element method software, ansys, to simulate pavement structures under vehicle applications with subgrade on treated soft ground
通過對材料性質的模擬，採用ansis最新版本軟體對路面結構進行了詳細計算。研究沉降對路面使用性能的影響。 -
Study on the dry shrinking property of stabilized red sand soil soft aggregate pavement base
穩定紅砂土軟質集料基層的干縮特性研究 -
The temperature stress is analyzed by formula and numerical method respectively ; and the fit temperature step is obtained. the interactions of undamaged pavement and soft clay ground, damaged pavements and soft clay ground are studied under the conditions of temperature change
其次，採用公式法和有限單元法計算一維瀝青混凝土桿低溫下變溫的溫度應力，通過分析給出了採用有限單元法計算溫度應力時的合適溫度步長。 -
Taking the traffic load as moving point load, the deformation characteristics of longitudinal section of pavement and composite foundation under moving point load are analyzed, considering the effect of pore pressure, traffic velocity, parameters of pavement structure and subgrade. finally, two examples of pavement section and soft subgrade, longitudinal section of airport runway and composite foundation are calculated
將交通荷載簡化為移動的集中荷載，計算分析了單次移動加載和循環移動加載條件下道路縱截面與復合地基共同變形特交通荷載作用下道路與軟土復合地基共同作用性狀研究性，探討了孔壓、行車速度及道路結構層和地基參數對道路變形的影響。 -
The deformation characteristics of pavement section and soft soil subgrade under traffic load are analyzed, considering the effects of load ( including type, amplitude and frequency ) and parameters of soft soil ( including resilient modulus, cohesion, internal friction angle, poisson ratio, damping ratio et al )
分析了荷載因素（包括荷載類型、荷載幅值、荷載頻率）和地基土體參數（包括回彈模量、內聚力、內摩擦角、泊松比、阻尼比）對變形的影響。 -
And the results show that the calculated settlement agree well with that of measured. the paper established the dynamic pore pressure models of soft soil subgrade and composite foundation, compiled the dynamic fem program of undrained effective stress method, considering the elasto - plasticity of foundation soil as well as the interaction of pavement and foundation, thoroughly analyzed the deformation characteristics of pavement and foundation, and these results are instructive for the construction of pavement or airport runway
本文建立了軟土地基和復合地基的動孔壓經驗模型，編制了不排水有效應力動力反應分析有限元程序，不僅考慮了地基土體的彈塑性，而且考慮了道路結構與地基的相互作用，比較全面地分析了交通荷載作用下道路與地基的整體變形特性，對道路工程或機場道面工程的建設具有一定的指導意義。 -
The soft clay, which its natural strength is very slow, should be disposed to satisfy the design requirements of the highway and ensure the road running before it is covered by the semi - rigid asphalt pavement
軟土的天然強度很低，在其上修建半剛性路面結構體前，一般需對軟土地基進行處理，以滿足道路結構體的設計要求，保證道路的正常運營。 -
Based on the construction practice of chengdu bypass expressway, theoretical and implemental research efforts about differential settlement of highway subgrades in soft soil area reported in this thesis will promote the design levels of highway geotechnical engineering and pavement engineering and produce significant engineering significance
本論文結合繞城高速公路軟土地基處理中的具體實踐，開展不均勻沉降理論與實踐的研究，對于發展地區路基土工設計理論，提高高速公路路基路面設計水平，具有重要的理論意義和重大的工程應用前景。 -
In this paper, according to the reaction of deformation and crack of pavement caused by the non - uniform settlement and the whole stability between the new & old embankment after widening the used road on soft ground, based on the study of settlement and stability of soft ground, the author systematically analyzed the mechanism of geosynthetics in the widening pavement structure, and presented a whole settlement computing method of reinforced embankment in widening structure with the theory of soil mechanics
本論文將利用土力學的相關理論，針對軟土地基上舊路加寬后，在新舊路基間所出現的不均勻沉降和新舊路基整體結合強度不夠而引起的路面變形、開裂等現象，從軟土地基沉降和路基穩定性入手，系統分析了土工合成材料在加寬路基結構中的作用機理，並初步提出了加寬道路加筋路堤沉降計算的一整套方法。 -
With the dynamic pore pressure model of composite foundation established, the effects of pore pressure, horizontal load, parameters of pavement structure, soft subsoil and composite foundation on pavement deformation are discussed in detail
採用本文建立的復合地基動孔壓模型，詳細分析了孔壓、道路結構層參數、復合地基和軟土地基各參數以及水平荷載對道路變形特性的影響。
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