Abstract: Abstract The relationship between permeability and deformation of Shanghai clay has rarely been reported, and the influence of the variation of hydraulic conductivity with deformation on embankment deformation is not clear. ...

Abstract: Abstract. Cavities may form above the tail of torpedo anchors after installation and can significantly influence their subsequent vertical pullout behavior. However, there is still a lack of deep understanding of the effect ...

Abstract: Deep excavations in congested urbanized areas may have a significant impact on existing structures. Therefore, protective measures must be taken to control wall deformations and related soil movements. However, little is ...

Abstract: The safety of operational tunnels impacted by nearby deep excavations has led to growing interest in the field of practical civil engineering. Many researchers have studied the performance of shield tunnels during adjacent ...

Abstract: Deep excavations conducted close to tunnels will cause an adverse impact on tunnels, and countermeasures must be taken during the excavation to ensure the safety of the tunnels. However, the effectiveness of measures to ...

Abstract: AbstractThis study presents a novel semi-analytical solution for the drained expansion of cylindrical and spherical cavities with a unified hardening model for both clays and sands. The three-dimensional strength of soils ...

Abstract: Abstract Dynamically conical penetrometers, such as free-fall penetrometers (FFPs) and dynamically installed anchors (DIAs), are promising solutions for offshore site investigation and anchoring in clay. However, the ...