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Ditemukan 14 dari pencarian Anda melalui kata kunci: author="Chen, Nan Jim"
1 2 Berikutnya Hal. Akhir
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Finite element analysis of arizona's three-layer overlay system of rigid pave…
Komentar Bagikan
Chen, Nan Jim

Ketersediaan1
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Unduh MARCSitasi
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Dynamic Interaction of Train-Bridge Systems in High-Speed Railways: Theory an…
Komentar Bagikan
Guo, Weiwei.Xia, He.Zhang, Nan.

LOKASI: Ruang Koleksi Umum Rak: 4

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Unduh MARCSitasi
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Characteristics of Excavation-Induced Deformatiion Associated with Different …
Komentar Bagikan
Gong, XiaonanHolleran, IrinaLiu, NianwuNam, Boo HyunSteyn, W. JvdMYu, Feng

LOKASI: Ruang Koleksi Umum Rak 2

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Unduh MARCSitasi
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Analysis of Large-Section Tunnels with Small Spacing in Elastoplastic Stress-…
Komentar Bagikan
Jiang, AnNan.Xu, MengFei.

Small spacing tunnels has the characteristics of large-section, lower flat-ratio and poor surrounding rock stability and its stability is significantly influenced by seepage field. The Coupling effect of stress-seepage-damage on surrounding rock is obviously. According to this, the FEM calculation program based on elastoplastic stress-seepage-damage model of rock is estabilised. Back analysis p…

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Unduh MARCSitasi
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Analysis of Soil Disturbance Caused by DOT Excavation in Soft Soil Stratum
Komentar Bagikan
Chen, XiaoLiang.Gong, XiaoNan.

DOT has the characteristics of special section and relatively large area of excavation face. Its propulsion will cause large formation disturbance. But too much soil disturbance usually leads to a series of environmental diseases. 3D elastoplastic FDM model was applied to analysis the dynamic construction process relying on a DOT project in Shanghai. Surface displacement field and the distrib…

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Unduh MARCSitasi
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Influence of Pit Excavation on Deformation of Metro Tunnels Based on the Stat…
Komentar Bagikan
Jiang, AnNan.Zhang, FengRui.

Excavation of foundation pit can cause surface subsidence and ground movement, further influencing the force and deformation of adjacent tunnel, threatening the safety of tunnel. ZSI is a kind of safety evaluation method based on Mohr-Coulomb yield criterion. It can evaluate the safety and risk of rock and soil mass according to different stress and strain state of the unit, which is an effecti…

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Unduh MARCSitasi
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Endurazyme Trials on Unsealed Roads
Komentar Bagikan
McMillan, Jim

Proceedings of the 9th Road Engineering Association of Asia and Australasia Conference (REAAA), volume 1, pp. 269-275

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Unduh MARCSitasi
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APPARE : personal computer software for automated pavement profile analysis a…
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Zhu, J. Jim

TRR NO. 1410 Pavement design, management and performance

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Unduh MARCSitasi
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Consulting engineers approach to ready mixed concrete
Komentar Bagikan
Dallaway, Jim

Advances in ready mixed concrete technology; proceedings of the first international conference on ready-mixed concrete

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The smart organization; creating value through strategic R&D
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Matheson, DavidMatheson, Jim

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Unduh MARCSitasi
1 2 Berikutnya Hal. Akhir
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