Abstract: This paper aims to compare the dynamic response of the vertical pile group (VPG) and batter pile group (BPG) subjected to machine-induced-type loading. For this purpose, an experimental investigation is carried out on a 2 ...

Abstract: A series of shaking table tests will be carried out on 0.4 m high instrumented soil nailed embankments. The important parameters considered in this study consist of a combination of three different slope angles (β = 30°, ...

Abstract: Buried offshore pipes are prone to upheaval and lateral buckling because of the high temperature and pressure of the materials being transported. An attempt has been made in the present study to evaluate uplift and lateral ...

Abstract: This paper presents the field test results for 3.3-m-long driven steel pipe single vertical piles, P1 (β=0°), and single batter piles, P2 (β=10°) and P3 (β=20°), for four different eccentric moments (W·e=0.225, 0,885, ...

Abstract: Mechanically stabilized earth (MSE) walls are widely used to stabilize steep slopes, especially when the crest is subjected to static or dynamic loading. These structures are frequently used in highway and railway structures ...

Abstract: In the past few decades, waste generation has increased significantly in India, as well as across the globe. Therefore, to avoid the acquisition of new landfill sites, vertical expansion of existing municipal solid waste ...

Abstract: This research investigated dynamic vibration control in a monopile-supported wind turbine system through strategically placed resonators along its length. Four configurations were analyzed: Case 1 (conventional wind turbine ...