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Refinado por: assunto: Clastic Sediments remover
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1
Landslides and Their Stabilization
Landslides and Their Stabilization
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Landslides and Their Stabilization

Veder, Christian ; Jahn, E ; Veder, Ch

Vienna: Springer 1981

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2
Evaluation of defective sewer pipe–induced internal erosion and associated ground deformation using laboratory model test
Evaluation of defective sewer pipe–induced internal erosion and associated ground deformation using laboratory model test
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Evaluation of defective sewer pipe–induced internal erosion and associated ground deformation using laboratory model test

Indiketiya, Samanthi ; Jegatheesan, Piratheepan ; Rajeev, Pathmanathan

Canadian geotechnical journal, 2017-08, Vol.54 (8), p.1184-1195 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
Analysis of settlements in piled raft systems founded in soft soil under consolidation process
Analysis of settlements in piled raft systems founded in soft soil under consolidation process
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Analysis of settlements in piled raft systems founded in soft soil under consolidation process

Rodriguez Rincón, Edgar ; Cunha, Renato Pinto da ; Caicedo Hormaza, Bernardo

Canadian geotechnical journal, 2020-04, Vol.57 (4), p.537-548 [Periódico revisado por pares]

Ottawa: NRC Research Press

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4
Filling process and filling characteristic analysis of Paleogene Baxian Sag in Bohai Bay basin, China
Filling process and filling characteristic analysis of Paleogene Baxian Sag in Bohai Bay basin, China
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Filling process and filling characteristic analysis of Paleogene Baxian Sag in Bohai Bay basin, China

Zhang Zili, Zhang Zili ; Zhu Xiaomin, Zhu Xiaomin ; Zhang Ruifeng, Zhang Ruifeng ; Fu Sheng, Fu Sheng ; Zhang Jing, Zhang Jing

Canadian journal of earth sciences, 2021-02, Vol.58 (2), p.188-208 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: National Research Council of Canada

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5
Modelling the applied vertical stress and settlement relationship of shallow foundations in saturated and unsaturated sands
Modelling the applied vertical stress and settlement relationship of shallow foundations in saturated and unsaturated sands
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Modelling the applied vertical stress and settlement relationship of shallow foundations in saturated and unsaturated sands

Oh, Won Taek ; Vanapalli, Sai K

Canadian geotechnical journal, 2011-03, Vol.48 (3), p.425-438 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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6
Deformation behaviour of clay under repeated one-dimensional unloading–reloading
Deformation behaviour of clay under repeated one-dimensional unloading–reloading
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Deformation behaviour of clay under repeated one-dimensional unloading–reloading

Suddeepong, Apichat ; Chai, Jinchun ; Shen, Shuilong ; Carter, John

Canadian geotechnical journal, 2015-08, Vol.52 (8), p.1035-1044 [Periódico revisado por pares]

Ottawa: NRC Research Press

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7
Collapsibility, composition, and microstructure of loess in China
Collapsibility, composition, and microstructure of loess in China
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Collapsibility, composition, and microstructure of loess in China

Liu, Zhen ; Liu, Fengyin ; Ma, Fuli ; Wang, Mei ; Bai, Xiaohong ; Zheng, Yonglai ; Yin, Hang ; Zhang, Guoping

Canadian geotechnical journal, 2016-04, Vol.53 (4), p.673-686 [Periódico revisado por pares]

Ottawa: NRC Research Press

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8
A simple method for settlement evaluation of loess–pile foundation
A simple method for settlement evaluation of loess–pile foundation
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A simple method for settlement evaluation of loess–pile foundation

Jin, Xin ; Wang, Tie-Hang ; Cheng, Wen-Chieh ; Luo, Yang ; Zhou, Annan

Canadian geotechnical journal, 2019-11, Vol.56 (11), p.1690-1699 [Periódico revisado por pares]

Ottawa: NRC Research Press

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