Bridges are one of the most critical parts of transportation networks that may suffer damages
against earthquakes. Also, seismic responses of most bridges are significantly influenced by …

This study focuses on the investigation of the factors that have limited, so far, the
development of a consistent design and assessment approach for integral bridges (IBs) …

A novel semianalytical method is proposed to estimate the earth pressure exerted on rigid
retaining walls supporting a narrow granular backfill in this study, which is based on the …

Due to the limitation of cantilever wall in practice, an innovative retaining structure, named
inclined framed retaining wall (IFRW), has been developed. The aim of this investigation is …

The aim of this study is to provide geotechnical evaluation and structural rehabilitation
proposal for an existing retaining structure. The present article covers the improvement …

The present study proposes a new approach to solve passive earth pressure problems
using the method of slices, coupled with the limit equilibrium (LE) technique. Unlike existing …

The potential use of a hunchbacked retaining wall over a conventional retaining wall under
the seismic passive state is emphasised in this study employing the method of stress …

Conventionally, when the method of slice is adopted to assess the earth pressures behind
the retaining wall considering a curvilinear failure surface, the mobilized soil mass usually is …

The paper presents the results of the monitoring of construction for the unique residential
building of 310 m high with 4-storey underground parking. One of the unique projects is the …

In this study, a three-dimensional (3D) response of anchored sheet pile walls was
investigated on double-anchored sheet pile system during soils excavation and tunnel …