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Jiajie Cheng
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Three-dimensional analysis of buttress and cross walls on controlling wall deformation induced by deep excavation
10.1061/ijgnai.gmeng-10928 · 2025
Numerical assessment of basal heave stability for deep excavation with buttress wall in soft clays
2025
Enhancing vertical displacement prediction of soil during deep excavation using artificial neural networks
10.1007/s40515-025-00583-y · 2025
Performance of a large-span deep excavation in saturated fine-grained soil adjacent to a historical building: a case study
10.1016/j.tust.2025.106638 · 2025
Scale of fluctuation for spatially varying soils: estimation methods and values
10.1061/ajrua6.0001083 · 2020
Failure investigation at a collapsed deep excavation in very sensitive organic soft clay
10.1061/(asce)cf.1943-5509.0000557 · 2015
Robust design optimization of supported excavations considering spatial variability in sandy soils
10.1007/s00158-025-04182-w · 2025
Study on the mechanism and countermeasures of progressive collapse in deep excavation retained by multilayer struts
10.1016/j.istruc.2023.105837 · 2024
Progressive failure mechanisms and dynamic load redistribution in asymmetric excavation with partial bracing collapse
10.1038/s41598-025-12855-1 · 2025
Numerical investigation of sequential strut failure on performance of deep excavations in soft soil
10.1061/(asce)gm.1943-5622.0001695 · 2020
Probabilistic analysis of a braced excavation considering soil spatial variability
2021
Study on the Bayesian network probability model for soil seismic liquefaction with incomplete data
2026
Unresolved referenced work
2008
Reliability-based analysis of braced excavation in unsaturated soils considering conditional spatial variability
10.1016/j.compgeo.2019.103163 · 2019
Numerical analysis on strut responses due to one-strut failure for braced excavation in clays
2018
Three-dimensional analysis of strut failure for braced excavations in clay
2009
Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements
10.1016/j.compgeo.2017.01.012 · 2017
Empirical correlation between penetration resistance and internal friction angle of sandy soils
10.3208/sandf.36.4_1 · 1996
Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods
10.1016/j.undsp.2023.12.005 · 2024
Soil compressibility as determined by oedometer and triaxial tests
1963
Probabilistic analysis of the diaphragm wall using the hardening soil-small (HSs) model
10.1016/j.engstruct.2021.111869 · 2021
Evaluation of deformation parameter for deep excavation in sand through case histories
10.1016/j.compgeo.2012.06.009 · 2013
Analysis of deep excavation cases in Southeast and East Asia utilising the hardening soil finite element model
10.1007/s40808-025-02345-8 · 2025
Unresolved referenced work
1990
Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit
10.1007/s11440-021-01154-4 · 2021
Stochastic analysis of excavation-induced wall deflection and box culvert settlement considering spatial variability of soil stiffness
10.1016/j.jrmge.2023.02.024 · 2023
Overburden correction factors for SPT in sand
10.1061/(asce)0733-9410(1986)112:3(373) · 1986
Probabilistic analysis of supported excavations with composite structures considering soil spatial variability
10.1016/j.kscej.2026.100579 · 2026
Overview of typical excavation failures in China
2019
Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach
10.1016/j.compgeo.2011.07.009 · 2011
Effects of vertical spatial variability on supported excavations in sands considering multiple geotechnical and structural failure modes
10.1016/j.compgeo.2017.11.017 · 2018
Effects of soil spatial variability on structural reliability assessment in excavations
10.1016/j.undsp.2018.10.004 · 2020
Reliability analysis of micropile-supported deep excavations using multivariate adaptive regression splines
10.1007/s10706-025-03612-2 · 2026
Influence of the spatial variability of soil shear strength on deep excavation: a case study of a Bangkok underground MRT station
10.1061/(asce)gm.1943-5622.0001914 · 2021
Influence of copula approaches on reliability analysis of slope stability using random adaptive finite element limit analysis
10.1002/nag.3385 · 2022
Statistical characterisation of the geotechnical properties of Bangkok subsoil
10.1007/s10706-023-02390-z · 2023
Characterization of stationary and nonstationary random fields with different copulas on undrained shear strength of soils: Probabilistic analysis of embankment stability on soft ground
10.1061/(asce)gm.1943-5622.0002444 · 2022
Probabilistic analysis of passive trapdoor in c-ϕ soil considering multivariate cross-correlated random fields
10.1007/s10706-023-02649-5 · 2024
Large deformation problems arising from deep excavation in silt strata: a case study in Shenzhen, China
10.1016/j.jrmge.2024.04.037 · 2025
Reliability updating in geotechnical engineering including spatial variability of soil
10.1016/j.compgeo.2011.12.004 · 2012
Observed performances and spatial effects of a set of 40 m ultra-deep rectangular excavations in Shanghai soft soils
10.1016/j.sandf.2025.101710 · doi-reference
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations
10.1139/cgj-2019-0296 · doi-reference
Numerical analysis of one-strut failure in deep braced excavation considering anisotropic clay behavior
10.1007/s11771-023-5489-z · doi-reference
Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories
10.1016/j.compgeo.2018.11.006 · doi-reference
Tunneling and deep excavations in spatially variable soil and rock masses: a short review
10.1016/j.undsp.2020.03.003 · doi-reference
Estimation of diaphragm wall deflections for deep braced excavation in anisotropic clays using ensemble learning
10.1016/j.gsf.2020.03.003 · doi-reference
Probabilistic analysis of performance of three-dimensional supported excavations considering soil spatial variability
10.1061/ajrua6.rueng-1465 · doi-reference
Progressive collapse analysis of the corner strut subsystem in a propped excavation with inadequate system safety performance
10.1016/j.engfailanal.2024.108231 · doi-reference
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal
10.1007/s11440-023-01929-x · doi-reference
A new empirical approach to estimate temperature effects on strut loads in braced excavation
10.1016/j.tust.2019.103115 · doi-reference
Prediction of wall deflection induced by braced excavation in spatially variable soils via convolutional neural network
10.1016/j.gr.2022.06.011 · doi-reference
Calibration of model uncertainties in base heave stability for wide excavations in clay
10.1016/j.sandf.2014.11.010 · doi-reference
Reliability-based design for basal heave stability of deep excavations in spatially varying soils
10.1061/(asce)gt.1943-5606.0000626 · doi-reference
Corner effects in deep excavations-establishment of a forecast model for taipei basin T2 zone
10.51400/2709-6998.1859 · doi-reference
Axial force coherence study of strut loading in soft soil deep excavation
10.1016/j.jocs.2024.102386 · doi-reference
Innovative top-down method for deep excavation: case study of Niayesh underground parking
10.1007/s10706-025-03235-7 · doi-reference
A nonlinear model for strut behaviour in braced excavations
10.1016/j.compgeo.2026.108235 · doi-reference
Basal-heave analysis of pit-in-pit braced excavations in soft clays
10.1016/j.compgeo.2016.09.003 · doi-reference
Probabilistic analysis of responses of cantilever wall-supported excavations in sands considering vertical spatial variability
10.1016/j.compgeo.2016.02.004 · doi-reference
Characterization of geotechnical variability
10.1139/t99-038 · doi-reference
Reliability updating in geotechnical engineering including spatial variability of soil
10.1016/j.compgeo.2011.12.004 · doi-reference
Large deformation problems arising from deep excavation in silt strata: a case study in Shenzhen, China
10.1016/j.jrmge.2024.04.037 · doi-reference
Probabilistic analysis of passive trapdoor in c-ϕ soil considering multivariate cross-correlated random fields
10.1007/s10706-023-02649-5 · doi-reference
Characterization of stationary and nonstationary random fields with different copulas on undrained shear strength of soils: Probabilistic analysis of embankment stability on soft ground
10.1061/(asce)gm.1943-5622.0002444 · doi-reference
Statistical characterisation of the geotechnical properties of Bangkok subsoil
10.1007/s10706-023-02390-z · doi-reference
Influence of copula approaches on reliability analysis of slope stability using random adaptive finite element limit analysis
10.1002/nag.3385 · doi-reference
Influence of the spatial variability of soil shear strength on deep excavation: a case study of a Bangkok underground MRT station
10.1061/(asce)gm.1943-5622.0001914 · doi-reference
Reliability analysis of micropile-supported deep excavations using multivariate adaptive regression splines
10.1007/s10706-025-03612-2 · doi-reference
Effects of soil spatial variability on structural reliability assessment in excavations
10.1016/j.undsp.2018.10.004 · doi-reference
Effects of vertical spatial variability on supported excavations in sands considering multiple geotechnical and structural failure modes
10.1016/j.compgeo.2017.11.017 · doi-reference
Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach
10.1016/j.compgeo.2011.07.009 · doi-reference
Probabilistic analysis of supported excavations with composite structures considering soil spatial variability
10.1016/j.kscej.2026.100579 · doi-reference
Overburden correction factors for SPT in sand
10.1061/(asce)0733-9410(1986)112:3(373) · doi-reference
Stochastic analysis of excavation-induced wall deflection and box culvert settlement considering spatial variability of soil stiffness
10.1016/j.jrmge.2023.02.024 · doi-reference
Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit
10.1007/s11440-021-01154-4 · doi-reference
Analysis of deep excavation cases in Southeast and East Asia utilising the hardening soil finite element model
10.1007/s40808-025-02345-8 · doi-reference
Evaluation of deformation parameter for deep excavation in sand through case histories
10.1016/j.compgeo.2012.06.009 · doi-reference
Probabilistic analysis of the diaphragm wall using the hardening soil-small (HSs) model
10.1016/j.engstruct.2021.111869 · doi-reference
Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods
10.1016/j.undsp.2023.12.005 · doi-reference
Empirical correlation between penetration resistance and internal friction angle of sandy soils
10.3208/sandf.36.4_1 · doi-reference