Sentence examples for tunnelling induced from inspiring English sources

The effects of overlying stiffer layers on the tunnelling induced settlement has been investigated by several researchers and was found to significantly influence ground movements.

Analysing tunnelling process in 2D plane strain conditions is widely used method to calculate tunnelling induced settlement profiles as well as soil structure interactions.

Based on true triaxial tests and theoretical analysis of unloading conditions of deep rock masses, the occurrence of tunnelling induced new fractures at the EDZ is discussed with respect to in situ measurement results.

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.

In this study, a series of numerical analyses were conducted to investigate the behaviour and damage mechanism of a framed building with individual footing due to tunnelling induced ground movements.

Artificial Neural Network and Proper Orthogonal Decomposition approaches are combined to approximate and predict tunnelling induced time variant surface settlement fields computed by a process-oriented finite element simulation model.

Inelastic electron tunnelling induces conformational changes in the rotors and propels the molecule across a copper surface.

This paper presents an experiment carried out on a 1/10th scaled masonry façade subject to tunnel induced settlement.

The results of these studies show that the distributions of flow velocities inside the tunnel induced by moving vehicles weakly depend upon the vehicle speed, vehicle spacing and vehicle size.

For the real assessment of the aerodynamic pressures in the tunnel induced by the passing trains of the high speed rail in Taiwan, a series of field measurements were performed near the portal and the shaft or the adit of the tunnel during normal operation.

An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.