Nothing Special   »   [go: up one dir, main page]

Baral, 2017 - Google Patents

Anisotropic visco-plastic behaviour of soft soil with special reference to radial consolidation

Baral, 2017

View PDF
Document ID
12112528963312446164
Author
Baral P
Publication year

External Links

Snippet

Rapid population growth and the correspondingly increased demand for infrastructure necessitate effective ground improvement to support surface infrastructure. Due to the highly compressible and problematic soft soil that commonly exists in the coastal areas of …
Continue reading at ro.uow.edu.au (PDF) (other versions)

Classifications

    • 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
    • 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
    • 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
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • 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
    • E02D2300/0004Synthetics
    • E02D2300/0006Plastics
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds

Similar Documents

Publication Publication Date Title
Chou et al. Centrifuge modeling of seismically induced uplift for the BART transbay tube
Indraratna Recent advances in vertical drains and vacuum preloading for soft ground stabilisation
Indraratna et al. Sustainable soil improvement via vacuum preloading
Baral Anisotropic visco-plastic behaviour of soft soil with special reference to radial consolidation
Rondonuwu et al. Prediction of the stress state and deformation of soil deposit under vacuum pressure
Small Geomechanics in soil, rock, and environmental engineering
Zhang et al. Research on the Effective Control of Ground Settlement during Double‐Layered Foundation Pit Dewatering Based on Seepage Control‐Recharge Coupling Model
Varaksin et al. The state of practice of in situ tests for design, quality control and quality assurance of ground improvement works
Satyam Review on liquefaction hazard assessment
Indraratna et al. Soft clay stabilisation by mandrel driven geosynthetic vertical drains
Ali Numerical analysis of staged construction of an embankment on soft soil
Perera Modelling vertical drains with vacuum preloading considering the soil structure characteristics
Das Analysis of slope stability for waste dumps in a Mine
Oh Geotechnical and ground improvement aspects of motorway embankments in soft clay, Southeast Queensland
Mackiewicz et al. Measured versus predicted side resistance of drilled shafts in a heterogeneous soil profile
Indraratna Recent advancements in the use of prefabricated vertical drains in soft soils.
Bamunawita Soft clay foundation improvement via prefabricated vertical drains and vacuum preloading
Wang Recent advances in geotechnical engineering of dams and embankments
Indraratna et al. Soft Ground Improvement—Theoretical, Experimental, Numerical and Field Studies
Balasubramaniam et al. Interpretation and analysis of test embankments in soft clays with and without ground improvement
Indraratna et al. Analytical and numerical solutions for soft clay consolidation using geosynthetic vertical drains with special reference to embankments
Sridhar Studies on vacuum preloading of soft clay deposits
Salmasi et al. Geological Considerations in Dam Engineering
Rondonuwu Behavior of vacuum consolidation with and without surcharge load
Parsa-Pajouh Analysing Ground Deformation Data to Predict Characteristics of Smear Zone Induced by Vertical Drain Installation for Soft Soil Improvement