Author Page for Yuanming Lai

Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

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Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

Number of pages: 30 Posted: 09 Oct 2024

Chang Yuan, dongwei li, Xiangbing Kong, Xin Chen, Lele Lei and Yuanming Lai

East China University of Technology, Dalian University, affiliation not provided to SSRN, East China University of Technology, East China University of Technology and South China University of Technology

Downloads 40 (1,210,354)

Abstract:

Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

Number of pages: 39 Posted: 29 Apr 2025

Chang Yuan, dongwei li, Xiangbing Kong, Xin Chen, Lele Lei and Yuanming Lai

East China University of Technology, Dalian University, affiliation not provided to SSRN, East China University of Technology, East China University of Technology and South China University of Technology

Downloads 17 (1,537,408)

Abstract:

2.

Estimation of Frozen Soils Permeability with the Lattice Boltzmann Method

Number of pages: 31 Posted: 24 Feb 2024

Huxi Xia, Yuanming Lai and Mohaddeseh Mousavi Nezhad

University of Warwick, South China University of Technology and University of Warwick

Downloads 47 (1,097,529)

Abstract:

3.

Model Test on the Development of Artificial Freezing Curtain in Gravelly Soil Layer Under Seepage

Number of pages: 26 Posted: 25 Jun 2024

Chang Yuan, Xiangbing Kong, Xin Chen, Lele Lei, dongwei li and Yuanming Lai

East China University of Technology, affiliation not provided to SSRN, East China University of Technology, East China University of Technology, Dalian University and South China University of Technology

Downloads 28 (1,345,526)

Yuanming Lai

South China University of Technology

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Scholarly Papers (3)

Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

Abstract:

Influence Mechanism of Strong Seepage on the Development of Single-Circle Pipe Artificial Freezing Curtain in Gravelly Soil Layer

Abstract:

Estimation of Frozen Soils Permeability with the Lattice Boltzmann Method

Abstract:

Model Test on the Development of Artificial Freezing Curtain in Gravelly Soil Layer Under Seepage

Abstract: