On the public citation graph
Analysis of the corner effect on excavation behaviors
0 signed · 77 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/(issn)1097-0207openalex-snapshot
International Journal for Numerical Methods in Engineering
inferredcites →https://doi.org/10.1016/0045-7949(84)90019-1openalex-snapshot
Infinite elements in quasi-static materially nonlinear problems
inferredcites →https://doi.org/10.1016/0266-352x(85)90024-2openalex-snapshot
Finite element analysis of excavation
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1989)115:11(1633)openalex-snapshot
Composite Infinite Element for Modeling Unbounded Saturated‐soil Media
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1989)115:6(853)openalex-snapshot
Lateral Wall Deflections of Braced Excavations in Clay
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1991)117:10(1590)openalex-snapshot
Finite Element Analyses of HDR‐4 Excavation
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:5(337)openalex-snapshot
Three-Dimensional Finite Element Analysis of Deep Excavations
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:9(709)openalex-snapshot
Analysis of Deep Excavation with Column Type of Ground Improvement in Soft Clay
inferredcites →https://doi.org/10.1061/jsfeaq.0001458openalex-snapshot
Nonlinear Analysis of Stress and Strain in Soils
inferredcites →https://doi.org/10.1139/t94-026openalex-snapshot
Finite-element analysis of deep excavation in layered sandy and clayey soil deposits
inferredcites →https://doi.org/10.3208/sandf1972.34.53openalex-snapshot
Behavior of a Braced Excavation in Soft Clay and the Undrained Shear Strength for Passive Earth Pressure
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4165415openalex-extracted
Combined Effect of Reliquiae Layer and Excavation Procedure on the Behaviour of Anchored Structures
inferred← citeshttps://doi.org/10.1002/nag.949openalex-snapshot
Three‐dimensional inverse analyses of a deep excavation in Chicago clays
inferred← citeshttps://doi.org/10.1007/978-981-13-0131-5_42openalex-snapshot
Responses of Two Buildings Located at the Corners of a Rectangular Excavation: A Case Study in Hangzhou
inferred← citeshttps://doi.org/10.1007/978-981-13-7422-7_7openalex-snapshot
MARS Use for Estimations of Lateral Wall Deflection Profiles
inferred← citeshttps://doi.org/10.1007/978-981-99-9722-0_138openalex-snapshot
Intelligent Framework for Finite Element Analysis with Machine Learning and Back-Analysis Capabilities for Geotechnical Engineering
inferred← citeshttps://doi.org/10.1007/s10706-018-00795-9openalex-snapshot
Observed Performance of a Large-Scale Deep Triangular Excavation in Shanghai Soft Clays
inferred← citeshttps://doi.org/10.1007/s10706-023-02391-yopenalex-snapshot
A Detailed Investigation on Contiguous Pile Wall with Homogeneous Backfill
inferred← citeshttps://doi.org/10.1007/s10846-014-0109-7openalex-snapshot
Researches on the Influence on Neighboring Buildings by Concave and Convex Location Effect of Excavations in Soft Soil Area
inferred← citeshttps://doi.org/10.1007/s11440-014-0360-xopenalex-snapshot
Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition
inferred← citeshttps://doi.org/10.1007/s11440-015-0416-6openalex-snapshot
Efficiency of excavations with buttress walls in reducing the deflection of the diaphragm wall
inferred← citeshttps://doi.org/10.1007/s11440-022-01496-7openalex-snapshot
Characteristics of ground settlement due to combined actions of groundwater drawdown and enclosure wall movement
inferred← citeshttps://doi.org/10.1007/s11440-023-02142-6openalex-snapshot
Evaluation of cross wall performance on restraining the wall displacement and resisting the basal heave in deep excavations
inferred← citeshttps://doi.org/10.1007/s12517-022-10711-4openalex-snapshot
Technical, economic, and executive survey of retaining wall using three-dimensional numerical analysis and observational data in a case study
inferred← citeshttps://doi.org/10.1007/s40098-017-0267-1openalex-snapshot
Lateral Response of Contiguous Pile Wall Subjected to Staged Excavation: Physical and Numerical Investigations
inferred← citeshttps://doi.org/10.1007/s40098-022-00597-0openalex-snapshot
Soil Arching and Its Effect on Contiguous Pile Wall Subjected to Staged Excavation: Physical and Numerical Investigations
inferred← citeshttps://doi.org/10.1007/s41062-023-01065-1openalex-snapshot
Numerical analysis of the diaphragm walls “case of Oued Smar metro station—Algiers”
inferred← citeshttps://doi.org/10.1016/j.compgeo.2007.09.005openalex-snapshot
Analysis and design of partial ground improvement in deep excavations
inferred← citeshttps://doi.org/10.1016/j.compgeo.2011.07.007openalex-snapshot
Performance of quasilinear elastic constitutive models in simulation of geosynthetic encased columns
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.08.005openalex-snapshot
Test and numerical research on wall deflections induced by pre-excavation dewatering
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.12.004openalex-snapshot
An efficient inverse analysis procedure for braced excavations considering three-dimensional effects
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106344openalex-snapshot
Effect of cross wall on the strut forces for braced excavations in clays
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2016.06.011openalex-snapshot
Study of the progressive collapse mechanism of excavations retained by cantilever contiguous piles
inferred← citeshttps://doi.org/10.1016/j.measurement.2013.09.030openalex-snapshot
Determination of soil stiffness parameters at a deep excavation construction site in Kenny Hill Formation
inferred← citeshttps://doi.org/10.1016/j.sandf.2025.101710openalex-snapshot
Observed performances and spatial effects of a set of 40 m ultra-deep rectangular excavations in Shanghai soft soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2015.08.013openalex-snapshot
Seismic analysis of the soil–structure interaction for a high rise building adjacent to deep excavation
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105117openalex-snapshot
Deformation characteristics of an ultra-deep and small-scale rectangular excavation in Hangzhou soft clay
inferred← citeshttps://doi.org/10.1016/j.tust.2025.107290openalex-snapshot
A study of corner effects on an irregular excavation near existing tunnels and zoned and staged excavation technique: numerical modelling and a case history
inferred← citeshttps://doi.org/10.1038/s41598-023-29873-6openalex-snapshot
Calculation of active earth pressure on external corners with equal length on both sides in excavation engineering
inferred← citeshttps://doi.org/10.1051/matecconf/201814602012openalex-snapshot
Deep excavation in urban areas – defects of surrounding buildings at various stages of construction
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001184openalex-snapshot
Observed Performance of Two Adjacent and Concurrently Excavated Deep Foundation Pits in Soft Clay
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000347openalex-snapshot
Ground Movements around Corners of Excavations: Empirical Calculation Method
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000553openalex-snapshot
Observed Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000683openalex-snapshot
Method for Estimating System Stiffness for Excavation Support Walls
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001681openalex-snapshot
Performance of a Large-Scale Metro Interchange Station Excavation in Shanghai Soft Clay
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002235openalex-snapshot
Effect of Nail Arrangement on the Behavior of Convex Corner Soil-Nailed Walls
inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000310openalex-snapshot
Responses of Shallowly Buried Pipelines to Adjacent Deep Excavations in Shanghai Soft Ground
inferred← citeshttps://doi.org/10.1061/9780784413449.080openalex-snapshot
Numerical Study on the Interactive Behavior of Two Adjacent Excavations Sharing the Same Diaphragm Wall
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-10638openalex-snapshot
Deformation Characteristics of a Deep Excavation Supported by a Dual-Purpose Diaphragm Wall in the Yangtze River Floodplain Areas
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-10928openalex-snapshot
Three-Dimensional Analysis of Buttress and Cross Walls on Controlling Wall Deformation Induced by Deep Excavation
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9459openalex-snapshot
Active Earth Pressure Calculation of Equilateral Convex Corners in Excavation Engineering
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-12740openalex-snapshot
Field Investigation of Deflection Characteristics and Control Strategies of a Short Floating Pile Adjacent to Deep Excavation
inferred← citeshttps://doi.org/10.1063/5.0034920openalex-snapshot
A theoretical study on the spatial effect of water-rich foundation pit instability failure
inferred← citeshttps://doi.org/10.1080/02533839.2012.679115openalex-snapshot
Analysis of deep excavations in clay under the undrained and plane strain condition with small strain characteristics
inferred← citeshttps://doi.org/10.1080/17499518.2026.2623651openalex-snapshot
Prediction of wall deflection and ground settlement during deep excavation using hierarchical Bayesian model-based stacking ensemble learning framework
inferred← citeshttps://doi.org/10.1080/19386362.2019.1682349openalex-snapshot
Three-dimensional numerical analysis of corner effect of an excavation supported by ground anchors
inferred← citeshttps://doi.org/10.1080/19648189.2010.9693200openalex-snapshot
Rétro-analyse tridimensionnelle d'une excavation profonde multisupportée instrumentée
inferred← citeshttps://doi.org/10.1088/1755-1315/558/3/032032openalex-snapshot
Analysis of Pit Corner Effect of Special-shaped Foundation Pit of Subway Station
inferred← citeshttps://doi.org/10.1139/cgj-2015-0244openalex-snapshot
Design, construction, and monitoring of a building with deep basements in Rome
inferred← citeshttps://doi.org/10.1139/t00-018openalex-snapshot
Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history
inferred← citeshttps://doi.org/10.1139/t10-100openalex-snapshot
Measured performance of a 26 m deep top-down excavation in downtown Shanghai
inferred← citeshttps://doi.org/10.1155/2021/6964940openalex-snapshot
Observed Performance and FEM-Based Parametric Analysis of a Top-Down Deep Excavation in Soil-Rock Composite Stratum
inferred← citeshttps://doi.org/10.1631/jzus.a1100028openalex-snapshot
Numerical investigation of the convex effect on the behavior of crossing excavations
inferred← citeshttps://doi.org/10.1680/geng.2008.161.4.209openalex-snapshot
Using buttress walls to reduce excavation-induced movements
inferred← citeshttps://doi.org/10.1680/geot.2005.55.7.497openalex-snapshot
Modelling of a 3D excavation in finite element analysis
inferred← citeshttps://doi.org/10.1680/jgeen.21.00156openalex-snapshot
Performance of a long, irregular top-down excavation in the centre of Nanjing, China
inferred← citeshttps://doi.org/10.31963/jacee.v3i2.4464openalex-snapshot
Studi Komparasi Analisis Numerik 2D dan 3D pada Kasus Galian Dalam di Jakarta Pusat dengan Metode Elemen Hingga
inferred← citeshttps://doi.org/10.3208/jgssp.twn-15openalex-snapshot
Impacts from three-dimensional effect on the wall deflection induced by a deep excavation in Kaohsiung, Taiwan
inferred← citeshttps://doi.org/10.32657/10356/13110openalex-snapshot
Effect of excavation on performance of adjacent buildings
inferred← citeshttps://doi.org/10.3311/ppci.20353openalex-snapshot
Evaluation of Behavior of a Deep Excavation by Three-dimensional Numerical Modeling
inferred← citeshttps://doi.org/10.3389/fmats.2022.976696openalex-snapshot
Research on the spatial effect of foundation pit under asymmetric loads
inferred← citeshttps://doi.org/10.3389/fmats.2026.1863076openalex-snapshot
Study on the cooperative supporting effect of a pile-anchor support system in a deep and large foundation pit
inferred← citeshttps://doi.org/10.3390/app14167331openalex-snapshot
Parametric Investigation of Corner Effect on Soil Nailed Walls and Prediction Using Machine Learning Methods
inferred← citeshttps://doi.org/10.3390/ma13040880openalex-snapshot
DECM: A Discrete Element for Multiscale Modeling of Composite Materials Using the Cell Method
inferred← citeshttps://doi.org/10.3390/sym16050524openalex-snapshot
Emergency Strategies for Gushing Water of Borehole and Numerical Simulation on Circular Diaphragm Wall Excavation with Ring-Beams
inferred← citeshttps://doi.org/10.6310/jog.2007.2(1).4openalex-snapshot
THREE DIMENSIONAL ANALYSES OF DEEP EXCAVATION IN TAIPEI 101 CONSTRUCTION PROJECT
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.