Viscoelastic Soil–Structure Interaction Procedure for Building on Footing Foundations Considering Consolidation Settlements

RM Lanes, M Greco, VS Almeida - Buildings, 2023 - mdpi.com
This paper presents a numerical methodology to analyze frame structures supported on
footing foundations subjected to slow strains caused by consolidation settlements. A …

A simplified approach for the response of pile groups composed of dissimilar piles

S Liu, Q Zhang, C Cui, R Feng, W Cui - Structures, 2021 - Elsevier
In practice, saddle-shaped settlement is often investigated in the pile group foundation with
identical piles. For the purpose of decreasing the differential settlement, uneven-distributed …

[PDF][PDF] Compressible soil thickness and settlement prediction using elastoviscoplastic models: a comprehensive method

A Vasenin, MM Sabri - Magazine of Civil Engineering, 2024 - engstroy.spbstu.ru
The paper is dedicated to developing a comprehensive analysis method of the criteria for
defining the compressible thickness critical for estimating long-term settlements in buildings …

[PDF][PDF] Assessing the seismic resilience of a reinforced concrete bridge in Sibu, Sarawak: A finite element analysis approach

LH Jiun - Acadlore Trans. Geosci, 2023 - library.acadlore.com
In the realm of civil engineering and structural analysis, the seismic resilience of
infrastructure remains a critical area of research. This study delineates the seismic response …

[HTML][HTML] Compressible soil thickness and settlement prediction using elastoviscoplastic models: a comprehensive method

ВА Васенин, СМ Муаяд - Magazine of Civil Engineering, 2024 - cyberleninka.ru
The paper is dedicated to developing a comprehensive analysis method of the criteria for
defining the compressible thickness critical for estimating long-term settlements in buildings …

[PDF][PDF] Bearing capacity of interfered adjacent strip footings on granular bed overlying soft clay: an analytical approach

R Shivashankar, S Anaswara - Civil Engineering Journal, 2021 - pdfs.semanticscholar.org
In the present paper, the interference effects on bearing capacity of two and three closely
spaced strip footings resting on granular bed overlying clay are being studied. A simple …

Nonlinear Static Soil-Structure Interaction Analysis of Time-Dependent Soil Deformation Effects on RC Structures

AE Remadna, K Bezih, R Demagh… - The Journal of …, 2024 - periodicos.ufv.br
Soil response and superstructure behavior are two major factors influencing the long-term
performance of reinforced concrete (RC) structures. Maintaining the structural integrity of …

Influence of several structural parameters on the behavior of a dual row diaphragm wall supporting structure system

J Pan, V Sharma, W Chen - Innovative Infrastructure Solutions, 2022 - Springer
At present, there is limited literature on the applications of dual row diaphragm wall (DRDW)
supporting structures and its impact on the combination of foundation pit excavation on …

Study on Increase in Stability of Floating and Underground Extension Method through Slab Pre-Construction

U Kim, B Min, J Kim, H Choi, S Park - Sustainability, 2021 - mdpi.com
The development of underground spaces in urban areas plays a crucial role in the
regeneration and sustainability of cities. However, the conventional underground excavation …