Twana Kamal Haji scite author profile

The assessment of potential for building damage due to ground displacements caused by tunnelling is a global issue being faced by engineers. There is a two-way interaction between tunnelling and existing buildings; tunnel construction affects a building by inducing displacements in the soil underlying its foundation, and buildings influence tunnelling induced displacements via their weight and stiffness. Numerical analyses are widely used to investigate

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A Winkler-Based Method for the Assessment of Tunnelling-Induced Deformations on Piled Structures

Franza¹,

Haji²,

Marshall³

2016

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Twana Kamal Haji

An analytical study of tunnel–pile interaction

A simplified elastic analysis of tunnel-piled structure interaction

A cantilever approach to estimate bending stiffness of buildings affected by tunnelling

Mixed empirical-numerical method for investigating tunnelling effects on structures

A Winkler-Based Method for the Assessment of Tunnelling-Induced Deformations on Piled Structures

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