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Ditemukan 74 dari pencarian Anda melalui kata kunci: author=Xie, Wei
Hal. Awal Sebelumnya 6 7 8
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Quantification of railroad ballast condition using ground penetrating radar data
Komentar Bagikan
Xie, Wei

Ketersediaan1
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Unduh MARCSitasi
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Study on Charcteristics of Ground Motion in Karst Area Based on Viscoelastic …
Komentar Bagikan
Bai, Meiyan.Shen, Chuan.Wang, Hongwei.Xie, Kaizhong.

Karst is a common geological condition in engineering construction. In order to study the influence of karst cave and boundary condition on the analysis of free field ground motion in karst area, viscoelastic artificial boundary was studied in free field ground motion analysis of karst region, a three-dimensional finite element model whose dimension is 1000 m × 1000 m × 500 m was set up, ch…

Ketersediaan0
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Unduh MARCSitasi
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Dynamic Response Analysis of Underground Station Under the Action of Falling …
Komentar Bagikan
Hu, Jun.Ji, Shan.Xie, WeiPing.

In recent years, because of the controlled blasting engineering in China concentrated in the downtown area, the surrounding environment of the downtown area is complex and the underground pipeline is dense, which poses a great challenge to the controlled blasting. It is of great significance to study the impact of falling ground vibration caused by controlled blasting on the underground stati…

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Unduh MARCSitasi
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Partially Earth – Anchored Cable Bridge: Ultra long-Span System Suitable fo…
Komentar Bagikan
et al.Jin, ZhibinPei, ShilingWei, Xing

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Unduh MARCSitasi
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Data Analysis of Sield Tunnel Deformation from Real-Time Monitoring with Wire…
Komentar Bagikan
Huang, Hongwei.Xie, Xin.Zhang, Dongming.

As an important part of critical infrastructure, shield tunnel is widely used in urban area of China recent years. The safety of shield tunnel during construction and operation has drawn more and more attention. In the operational period, real time deformation monitoring is an effective way to help us to reveal the long-term deformation mechanism and control the lifetime safety of shield tunn…

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Unduh MARCSitasi
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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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Unduh MARCSitasi
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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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Unduh MARCSitasi
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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
Hal. Awal Sebelumnya 6 7 8
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