On the public citation graph

Combined Effect of Reliquiae Layer and Excavation Procedure on the Behaviour of Anchored Structures

0 signed · 21 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.
Claim with ORCID
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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nag.1610070404openalex-extracted
Multi‐laminate model of clays—a numerical evaluation of the influence of rotation of the principal stress axes
inferredcites →https://doi.org/10.1007/978-94-017-8023-0_36openalex-extracted
The Guanabara Bay, a Giant Body of Water Surrounded by Mountains in the Rio de Janeiro Metropolitan Area
inferredcites →https://doi.org/10.1016/j.compgeo.2008.10.003openalex-extracted
A case study on the behaviour of a deep excavation in sand
inferredcites →https://doi.org/10.1016/j.compgeo.2012.06.009openalex-extracted
Evaluation of deformation parameter for deep excavation in sand through case histories
inferredcites →https://doi.org/10.1016/j.compgeo.2014.09.001openalex-extracted
A simple prediction model for wall deflection caused by braced excavation in clays
inferredcites →https://doi.org/10.1016/j.compgeo.2015.12.009openalex-extracted
A study of failure mechanisms of deep excavations in soft clay using the finite element method
inferredcites →https://doi.org/10.1016/j.compgeo.2016.07.001openalex-extracted
Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands
inferredcites →https://doi.org/10.1016/j.compgeo.2017.09.016openalex-extracted
Underground excavation behaviour in Bangkok using three-dimensional finite element method
inferredcites →https://doi.org/10.1016/j.compgeo.2018.11.006openalex-extracted
Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories
inferredcites →https://doi.org/10.1016/j.enggeo.2009.11.001openalex-extracted
Weathering zones on metamorphic rocks from Rio de Janeiro—Physical, mineralogical and geomechanical characterization
inferredcites →https://doi.org/10.1016/j.enggeo.2015.01.028openalex-extracted
Behavior of a 31m high excavation supported by anchoring and nailing in residual soil of gneiss
inferredcites →https://doi.org/10.1016/j.enggeo.2017.10.003openalex-extracted
The effects of weathering on the physical and mechanical properties of igneous and metamorphic saprolites
inferredcites →https://doi.org/10.1016/j.enggeo.2022.106570openalex-extracted
Interrelationship among weathering degree, pore distribution and water retention in an unsaturated gneissic residual soil
inferredcites →https://doi.org/10.1016/j.enggeo.2022.106723openalex-extracted
Disintegration of granite residual soils with varying degrees of weathering
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1991)117:1(89)openalex-extracted
Effect of Soil Plasticity on Cyclic Response
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000077openalex-extracted
Validation of Coupled Simulation of Excavations in Saturated Clay: Camboinhas Case History
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000286openalex-extracted
Influence of Anisotropic Small Strain Stiffness on the Deformation Behavior of Geotechnical Structures
inferredcites →https://doi.org/10.1139/t98-013openalex-extracted
Analysis of the corner effect on excavation behaviors
inferredcites →https://doi.org/10.1680/geot.2008.3770openalex-extracted
A multilaminate framework for modelling induced and inherent anisotropy of soils
inferredcites →https://doi.org/10.1680/jgeen.20.00139openalex-extracted
Effect of construction and design factors on the behaviour of nailed-soil structures
inferredcites →https://doi.org/10.1680/jgeot.14.p.234openalex-extracted
Finite-element analysis of a deep excavation case history
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.