☆ 4.7 Article

Effects of construction sequence of double basement excavations on an existing floating pile

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2022)

Related references

Note: Only part of the references are listed.

Article Computer Science, Interdisciplinary Applications

Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model

Chunyi Cui et al.

Summary: A new analytical approach is proposed for the vertical vibration of a floating pile in saturated viscoelastic soil based on Biot's theory, with the accuracy of the approach verified by comparisons with previous solutions. The study also examines the effects of various factors on the dynamic behavior of the floating pile, providing a wider application for pile foundation engineering.

COMPUTERS AND GEOTECHNICS (2021)

Add to Collection

Article Engineering, Multidisciplinary

Stress relaxation behaviour of marble under cyclic weak disturbance and confining pressures

Jin Yu et al.

Summary: The influence of cyclic weak disturbance on the stress relaxation of rock depends on the initial stress level and axial strain level, showing different nonlinear growth characteristics. Initially, the relaxation magnitude of weak disturbance increases with the increase of the initial stress level, while the stress relaxation rate nonlinearly decreases with axial strain levels. The weak disturbance effect presents a nonlinear growth characteristic of first decreasing and then increasing as the strain increases.

MEASUREMENT (2021)

Add to Collection

Article Engineering, Geological

Analytical Approach for Evaluating the Dynamic Self-Bearing Capacity of Tunnels

Jin Yu et al.

Summary: This paper presents an analytical approach for quantitatively evaluating the dynamic evolution process of the self-bearing capacity of tunnels, including the time-dependent self-bearing factor and time-dependent deformations. By investigating the sensitivities of time-dependent self-bearing factor and deformation to model parameters, it reveals their consistency with physical meanings.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2021)

Add to Collection

Article Engineering, Geological

Time-Dependent Deformation Mechanism for Swelling Soft-Rock Tunnels in Coal Mines and Its Mathematical Deduction

Jin Yu et al.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2020)

Add to Collection

Article Computer Science, Interdisciplinary Applications

A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects

Kun Meng et al.

COMPUTERS AND GEOTECHNICS (2020)

Add to Collection

Article Computer Science, Interdisciplinary Applications

Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation

Jiangwei Shi et al.

COMPUTERS AND GEOTECHNICS (2019)

Add to Collection

Article Computer Science, Interdisciplinary Applications

Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand

Jiangwei Shi et al.

COMPUTERS AND GEOTECHNICS (2019)

Add to Collection

Article Engineering, Aerospace

Field Monitoring of an Existing Cut-and-Cover Tunnel between Two Large-Scale Deep Excavations

Xiao Xiao et al.

JOURNAL OF AEROSPACE ENGINEERING (2018)

Add to Collection

Article Construction & Building Technology

Observed Performance of Two Adjacent and Concurrently Excavated Deep Foundation Pits in Soft Clay

Fan-Yun Zeng et al.

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES (2018)

Add to Collection

Article Engineering, Aerospace

Numerical Evaluation of Control Measures for Tunnel Deformation Induced by an Oversized Deep Excavation

Xiao Xiao et al.

JOURNAL OF AEROSPACE ENGINEERING (2018)

Add to Collection

Article Engineering, Geological

Effects of Multipropped Excavation on an Adjacent Floating Pile

Charles W. W. Ng et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2017)

Add to Collection

Article Engineering, Geological

Pile-Soil Interaction and Settlement Effects Induced by Deep Excavations

Mandy Korff et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2016)

Add to Collection

Article Construction & Building Technology

Influence of deep excavation induced ground movements on adjacent piles

D. S. Liyanapathirana et al.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2016)

Add to Collection

Article Computer Science, Interdisciplinary Applications

Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel

Jiangwei Shi et al.

COMPUTERS AND GEOTECHNICS (2015)

Add to Collection

Article Construction & Building Technology

Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay

Jiangwei Shi et al.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2015)

Add to Collection

Article Engineering, Geological

Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift

Y. Hong et al.

CANADIAN GEOTECHNICAL JOURNAL (2013)

Add to Collection

Article Engineering, Geological

Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand

Charles W. W. Ng et al.

CANADIAN GEOTECHNICAL JOURNAL (2013)

Add to Collection

Article Engineering, Geological

Ground deformations and soil-structure interaction of a multi-propped excavation in Shanghai soft clays

C. W. W. Ng et al.

GEOTECHNIQUE (2012)

Add to Collection

Article Construction & Building Technology

Analysis of excavation-induced responses of loaded pile foundations considering unloading effect

Rongjun Zhang et al.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2011)

Add to Collection

Article Computer Science, Interdisciplinary Applications

A case study on the behaviour of a deep excavation in sand

Bin-Chen Benson Hsiung

COMPUTERS AND GEOTECHNICS (2009)

Add to Collection

Article Engineering, Geological

Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall

CF Leung et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2006)

Add to Collection

Article Engineering, Geological

Pile response adjacent to braced excavation

ATC Goh et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2003)

Add to Collection

Article Engineering, Geological

Behavior of pile groups subject to excavation-induced soil movement

CF Leung et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2003)

Add to Collection

Article Engineering, Geological

New failure load criterion for large diameter bored piles in weathered geomaterials

CWW Ng et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2001)

Add to Collection

Article Engineering, Geological

Behavior of pile subject to excavation-induced soil movement

CF Leung et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2000)

Add to Collection

Article Engineering, Geological

Stiffness nonlinearity of three sands

S Yamashita et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2000)

Add to Collection

© Peeref 2019-2024. All rights reserved.