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

Ornek et al., 2012 - Google Patents

Numerical analysis of circular footings on natural clay stabilized with a granular fill

Ornek et al., 2012

View PDF
Document ID
7742206115161127258
Author
Ornek M
Laman M
Demir A
Yildiz A
Publication year
Publication venue
Acta geotechnica slovenica

External Links

Snippet

In this study, numerical predictions of the scale effect for circular footings supported by partially replaced, compacted, layers on natural clay deposits are presented. The scaleeffect phenomenon was analyzed according to the footing sizes. Numerical analyses were carried …
Continue reading at www.academia.edu (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/08Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls

Similar Documents

Publication Publication Date Title
Ornek et al. Numerical analysis of circular footings on natural clay stabilized with a granular fill
Demir et al. Large scale field tests on geogrid-reinforced granular fill underlain by clay soil
Alkhorshid et al. Large-scale load capacity tests on a geosynthetic encased column
Ameratunga et al. Correlations of soil and rock properties in geotechnical engineering
Nakhaei et al. Dynamic properties of granular soils mixed with granulated rubber
Demir et al. Experimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clay
Daraei et al. Slope stability in swelling soils using cement grout: a case study
Sukmak et al. Numerical parametric study on behavior of bearing reinforcement earth walls with different backfill material properties
Massarsch et al. Horizontal stress increase induced by deep vibratory compaction
Xu et al. Laboratory and numerical analysis of geogrid encased stone columns
Fattah et al. Experimental evaluation of stress concentration ratio of model stone columns strengthened by additives
Demir et al. Bearing capacity of footing supported by geogrid encased stone columns on soft soil
Shadmand et al. Scale effects of footings on geocell reinforced sand using large-scale tests
Pradhan et al. FEM analysis of granular pile made with alternate materials
Kardgar Investigation of the bearing capacity of foundations on encased stone columns using finite element method
Vahedian et al. A short state of the art review on construction and settlement of soft clay soil reinforced with stone column
Hadri et al. Numerical analysis of the performance of stone columns used for ground improvement
Stacho et al. Numerical analysis of soil improvement for a foundation of a factory using stone columns made of different types of coarse-grained materials
Abbas Numerical model of stone column in sabkha soil
Finn et al. Dynamic analyses of an earthfill dam on over-consolidated silt with cyclic strain softening
Akosah et al. Reinforcement of problematic soils using geotextile encased stone/sand columns
Laman et al. Field test of circular footings on reinforced granular fill layer overlying a clay bed
Zahmatkesh et al. Investigation of bearing capacity and settlement of strip footing on clay reinforced with stone columns
Raheem et al. Earthquake response of model footings on soft clays strengthened by stone columns
Zhuang et al. Field study on the densification of construction and demolition waste fill using vibratory probe compaction technique