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Results for “"Fengwen Lai"”

4 results

A generalised analytical framework for active earth pressure on retaining walls with narrow soil

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Fengwen Lai, Ningning Zhang, Songyu Liu, Dayu Yang

Journal: GéotechniqueYear: 2022Citations: 41

Active earth pressure on retaining structures supporting a narrow column of soil cannot be properly analysed using Coulomb's theory. Finite-element limit analysis (FELA) shows that the soil forms multiple failure surfaces if the soil column is sufficiently narrow. This paper proposes a framework for...

Physical SciencesEngineeringCivil and Structural Engineering
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A numerical study of deep excavations adjacent to existing tunnels: integrating CPTU and SDMT to calibrate soil constitutive model

Verified

Fengwen Lai, Franz Tschuchnigg, Helmut Schweiger, Songyu Liu et al.

Journal: Canadian Geotechnical JournalYear: 2024Citations: 27

Accurate determination of parameters for an advanced soil constitutive model highly relies on laboratory testing, even though it is notoriously difficult to obtain undisturbed samples for soft soils. This study explores the potential use of in situ tests, such as piezocone penetration tests (CPTU) a...

Physical SciencesEngineeringSafety, Risk, Reliability and QualityOpen Access
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Use of cut-and-cover method to construct a 10 km long large-span underwater tunnel: case study

Verified

Songyu Liu, Taishan Lu, Guojun Cai, Kai Wu et al.

Journal: Canadian Geotechnical JournalYear: 2025Citations: 1

This paper presents a comprehensive case study of the construction of a 10 km long large-span underwater tunnel under Taihu Lake using the cut-and-cover method. The main challenges for the design and construction of the tunnel are limiting soil deformation and tunnel settlement, controlling the grou...

Physical SciencesEngineeringCivil and Structural Engineering
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Optimisation of Structures by the Optimality Criteria Method

Verified

Yin Wai Siu, Benny S L Lai, Fengwen Wang, Zhi Hua Zhou et al.

Journal: HKIE TransactionsYear: 2003Citations: 1

A robust computer procedure for weight minimisation of a high–rise and portal frames under the deflection constraint at various locations is presented. It replaces the conventional tedious and unreliable manual assessment for minimum weight design. Several practical considerations such as the Invari...

Physical SciencesEngineeringCivil and Structural Engineering
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