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Ditemukan 37 dari pencarian Anda melalui kata kunci: author="Li, Wei"
Hal. Awal Sebelumnya 1 2 3 4 Berikutnya Hal. Akhir
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Three-Dimensional Seepage Flow Analysis of Slurry Shield with Permeable Filte…
Komentar Bagikan
Ding, Zhi.Wei, Gang.Wei, Xinjiang.Yin, Xinsheng.

The filter cake on the tunnel face has a significant influence on project of the slurry-driven shield. During the excavation, only permeable filter cake is allowed to form because the rotating speed of cutter wheel is fast. Through the filter cake, the water of slurry will infiltrate into the soil. The water enhances the hydraulic head and the risk the failure of tunnel face. In order to determ…

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Unduh MARCSitasi
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Constitutive Laws of Normally Consolidated Clay
Komentar Bagikan
Wei, R. L.

X ICSMFE - Volume I; Proceedings of the tenth International Conference on Soil Mechanics and Foundation Engineering

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Unduh MARCSitasi
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Random Vibration Analysis of Finite Element Models of Earth Dams
Komentar Bagikan
Sun, WeiJoe

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Environmental Considerations in Fatigue and Fracture of Contructional Steels
Komentar Bagikan
Wei, R. P.

New Horizons in Construction Materials

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On understanding environment enhanced fatigue crack growth - a fundamental ap…
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Wei, R. P.

ASTM STP 675 Fatigue mechanisms

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Unduh MARCSitasi
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Fuzzy Optimized Choice for Highway Network Planning Alternatives
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Zhou, Wei

Proceedings of the Eastern Asia Society for Transportation Studies, volume 2.

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Unduh MARCSitasi
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Analysis of nonline viscoelastic properties of asphalt mixtures
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ChienWei Huang

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Packing Model and Calculation Method of Aggregate in Asphalt Mixture
Komentar Bagikan
Dong, Wei Cao

Packing model of aggregate is a very important issue in gradation design and research on asphalt mixture. The packing characteristics of coarse aggregate and fine aggregate can affect the skeleton and volumetric parameters, such as VMA (Void in Mineral Aggregate), of asphalt mixture respectively. In this study, based on the ideal packing model of aggregate, the 2?D packing model which is a rand…

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Prediction on the Permanent Deformation of Wheel Tracking Test through Simple…
Komentar Bagikan
Dong, Wei Cao

The Projects NCHRP9?19 and 9-29 in the USA have researched and developed SPT (Simple Performance Test), which can be used to test asphalt mixture's dynamic modulus, static creep and permanent deformation under repeated loading and analyze the visco?elasticity of asphalt mixture. This article, based on the modified Burgers model and Boltzmann superposition principle, figures out visco?elasticity…

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Variable Slip Skid Resistance Testing for Road Safety Investigation and Pavem…
Komentar Bagikan
Liu, Wei

The relationship between surface friction and roadway safety has long been recognized by transportation agencies and concern with the number of accidents occurring in wet pavement conditions has grown. For this reason it is imperative for road safety and road asset management divisions to undertake pavement wet skid resistance survey on a routine and regular basis. Many kinds of equipment are a…

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Unduh MARCSitasi
Hal. Awal Sebelumnya 1 2 3 4 Berikutnya Hal. Akhir
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