This paper presents an assessment of the influence of the lagging distance between two
horizontal tunnel faces of the side-by-side twin tunnels on the responses of the adjacent …

This article presents a full-scale experiment on the effect of EPBS tunnelling on pile
foundations in the Paris area. Three cast in-situ piles, instrumented with strain gauges and …

This study proposes a comprehensive Vlasov foundation-Timoshenko beam model with
arbitrary elastic boundary conditions by introducing the translational and rotational …

To reduce tunnelling induced damage of buildings, a 'protective wall'is sometimes
constructed between the location of the new tunnel and existing foundations. One of the key …

This research examines the impact of soil heterogeneity on the bridge piles beneath a
nearby tunnel excavation using Monte-Carlo stochastic analysis. Sensitivity analysis is …

This paper investigates the response of pile foundations to deep-excavations. An
elastoplastic two-stage model is used to study the response of pile groups (with free-or …

Anchoring steel pipes to bare and hard rock under deep water is a challenging and labor-
intensive task, traditionally requiring a socket hole the full diameter of the steel pipe pile. We …

Aiming at the condition of shield tunnel undercrossing the foundation of a pile group directly,
using the settlement and inclination of the pile caps as the evaluation index, the reinforcing …

In this study, the structural response of piles during shield machine cutting is analyzed using
py curves based on the finite element method (FEM). In the FEM program, the tangent …

This paper proposes a two-stage analytical methodology for predicting the response of pile
groups in layered fluid-saturated soils induced by tunnel excavation. The Loganathan …