[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Weber et al., 2008 - Google Patents

Numerical modelling of stone columns in soft clay under an embankment

Weber et al., 2008

View PDF
Document ID
6192281693409348297
Author
Weber T
Springman S
Gäb M
Racansky V
Schweiger H
Publication year
Publication venue
Geotechnics of soft soils-focus on ground improvement. Taylor & Francis, London

External Links

Snippet

A series of numerical calculations have been performed to investigate the behaviour of floating stone columns in soft clay under an embankment at working load level. Three different approaches are studied using finite element calculations with 2D and 3D …
Continue reading at ndl.ethernet.edu.et (PDF) (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position; Apparatus for making same
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution

Similar Documents

Publication Publication Date Title
Saha Roy et al. Bearing capacity of rectangular footings on multilayer geosynthetic-reinforced granular fill over soft soil
Castro et al. Deformation and consolidation around encased stone columns
Zhang et al. Stability analysis method of geogrid reinforced expansive soil slopes and its engineering application
Sathananthan et al. Evaluation of smear zone extent surrounding mandrel driven vertical drains using the cavity expansion theory
Fatahi et al. Settlement prediction and back analysis of Young’s modulus and dilation angle of stone columns
Nagula et al. Numerical modelling and validation of geosynthetic encased columns in soft soils with installation effect
Weber et al. Numerical modelling of stone columns in soft clay under an embankment
Han et al. Deformation characteristics and control techniques at the Shiziping earth core rockfill dam
Zheng et al. Multibench-retained excavations with inclined–vertical framed retaining walls in soft soils: Observations and numerical investigation
Kim et al. Development of negative skin friction on single piles: uncoupled analysis based on nonlinear consolidation theory with finite strain and the load-transfer method
Ng et al. Performance of long rectangular barrettes in granitic saprolites
Kardgar Investigation of the bearing capacity of foundations on encased stone columns using finite element method
Misra et al. Uncertainty analysis of micropile pullout based upon load test results
Chen et al. Field test research on embankment supported by plastic tube cast-in-place concrete piles
Achmus et al. Evaluation of py approaches for large diameter monopiles in soft clay
Drbe et al. Numerical evaluation of drag force on integral abutment piles
Oliveira et al. Embankments over soft clay deposits: contribution of basal reinforcement and surface sand layer to stability
Ashour et al. Pile cap interaction with bridge pile foundations under lateral loads
Kelesoglu et al. Numerical plane-strain modelling of stone columns: Installation process, single and group column behaviour
Mokhtari et al. Behavior of stone columns based on plate load test and FEM analysis on the north end of Persian gulf
Kahyaoğlu et al. Numerical study on the deformation behavior of geosynthetic-encased stone columns supporting embankments
Haberfield Practical application of soil structure interaction analysis
Karlsrud et al. Large-Scale Pile load tests in mixed sand and soft clay ground: impact of aging and stops in driving
Drbe et al. Long-term monitoring of drag force on integral abutment piles: Instrumentation and data analysis
Dembicki et al. Pylon foundation of a cable stayed bridge at the motorway ring road of Wrocław