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Refinado por: assunto: Clay remover
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1
Clayey barrier systems for waste disposal facilities
Clayey barrier systems for waste disposal facilities
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Clayey barrier systems for waste disposal facilities

R. K. Rowe Robert M Quigley; John R Booker

London New York E & FN Spon 1997

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (628.4 R784c )(Acessar)

2
Barrier systems for waste disposal
Barrier systems for waste disposal
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Barrier systems for waste disposal

R. Kerry Rowe

London u.a. Spon 2004

Item não circula. Consulte sua biblioteca.(Acessar)

3
Soil-water inrush induced shield tunnel lining damage and its stabilization: A case study
Soil-water inrush induced shield tunnel lining damage and its stabilization: A case study
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Soil-water inrush induced shield tunnel lining damage and its stabilization: A case study

Huang, Linchong ; Ma, Jianjun ; Lei, Mingfeng ; Liu, Linghui ; Lin, Yuexiang ; Zhang, Ziyang

Tunnelling and underground space technology, 2020-03, Vol.97, p.103290, Article 103290 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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4
A new numerical approach to the hyperstatic reaction method for segmental tunnel linings
A new numerical approach to the hyperstatic reaction method for segmental tunnel linings
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A new numerical approach to the hyperstatic reaction method for segmental tunnel linings

Do, Ngoc Anh ; Dias, Daniel ; Oreste, Pierpaolo ; Djeran-Maigre, Irini

International journal for numerical and analytical methods in geomechanics, 2014-10, Vol.38 (15), p.1617-1632 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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5
Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils
Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils
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Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils

Zhang, Zhiguo ; Zhang, Mengxi ; Pan, Yutao ; Li, Zhenbo ; Shen, Anxin ; Zhao, Qihua

Applied Mathematical Modelling, 2021-10, Vol.98, p.537-562 [Periódico revisado por pares]

New York: Elsevier Inc

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6
Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy)
Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy)
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Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy)

Abate, Glenda ; Massimino, Maria Rossella

Bulletin of earthquake engineering, 2017, Vol.15 (1), p.469-491 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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7
Analysis of the settlement of an existing tunnel induced by shield tunneling underneath
Analysis of the settlement of an existing tunnel induced by shield tunneling underneath
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Analysis of the settlement of an existing tunnel induced by shield tunneling underneath

Jin, Dalong ; Yuan, Dajun ; Li, Xinggao ; Zheng, Haotian

Tunnelling and underground space technology, 2018-11, Vol.81, p.209-220 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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8
Utilization of waste products as alternative landfill liner and cover materials – A critical review
Utilization of waste products as alternative landfill liner and cover materials – A critical review
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Utilization of waste products as alternative landfill liner and cover materials – A critical review

Rubinos, David A. ; Spagnoli, Giovanni

Critical reviews in environmental science and technology, 2018-02, Vol.48 (4), p.376-438 [Periódico revisado por pares]

Boca Raton: Taylor & Francis Ltd

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9
Study on the interaction between squeezing ground and yielding supports with different yielding materials
Study on the interaction between squeezing ground and yielding supports with different yielding materials
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Study on the interaction between squeezing ground and yielding supports with different yielding materials

Hu, Xiong-Yu ; He, Chuan ; Lai, Xiao-Hui ; Walton, Gabriel ; Xu, Guo-Wen

Tunnelling and underground space technology, 2020-03, Vol.97, p.103242, Article 103242 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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10
Seismic capacity assessment of cracked lining tunnel based on the pseudo-static method
Seismic capacity assessment of cracked lining tunnel based on the pseudo-static method
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Seismic capacity assessment of cracked lining tunnel based on the pseudo-static method

Qiu, Wenge ; Li, Bingtian ; Gong, Lun ; Qi, Xingxin ; Deng, Zhiheng ; Huang, Guang ; Hu, Hui

Tunnelling and underground space technology, 2020-03, Vol.97, p.103281, Article 103281 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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Deste Autor:

  1. Rowe, R
  2. Booker, J
  3. Quigley, R

Neste Assunto:

  1. Clay
  2. Clay
  3. Science & Technology
  4. Linings
  5. Technology

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