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

Cunha et al., 2018 - Google Patents

Importance of the excavation level on the prediction of the settlement pattern from piled raft analyses

Cunha et al., 2018

View PDF
Document ID
9092100169788221593
Author
Cunha R
Poulos H
Publication year
Publication venue
Soils Rocks

External Links

Snippet

This article analyses the effect of the excavation level on the settlement results from a standard analysis of a piled raft system. For that, a published case history that involved a house located in Gothenburg, Sweden by Hansbo (1993) was examined. This structure was …
Continue reading at www.academia.edu (PDF) (other versions)

Classifications

    • 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
    • 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
    • E02D33/00Testing foundations or foundation structures
    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50Computer-aided design
    • G06F17/5009Computer-aided design using simulation

Similar Documents

Publication Publication Date Title
Zdravković et al. Ground characterisation for PISA pile testing and analysis
Sakr Performance of helical piles in oil sand
Li et al. Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils
Khoiri et al. Evaluation of deformation parameter for deep excavation in sand through case histories
Tu et al. Prediction of the variation of swelling pressure and one-dimensional heave of expansive soils with respect to suction using the soil-water retention curve as a tool
Ellison et al. Load-deformation mechanism for bored piles
Taghavi Ghalesari et al. Numerical analysis of settlement and bearing behaviour of piled raft in Babol clay
Jahangiri et al. Intensity measures for the seismic response assessment of plain concrete arch bridges
Avgerinos et al. The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay
Long et al. Piled raft—a cost-effective foundation method for high-rises
Schweiger et al. Examples of successful numerical modelling of complex geotechnical problems
Sexton et al. Stone column effectiveness in soils with creep: a numerical study
Chiou et al. Numerical investigation of pile-head load effects on the negative skin friction development of a single pile in consolidating ground
Pereira et al. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns
MIEI Experimental investigations of driven pile group behaviour in Belfast soft clay
Farrokhzad et al. Seismic behaviour of excavations reinforced with soil–nailing method
Cunha et al. Importance of the excavation level on the prediction of the settlement pattern from piled raft analyses
Badarinath et al. Improving the stability of high embankments founded on soft marine clay by utilizing prefabricated vertical drains and controlling the pace of construction
Deng et al. Drained creep test and creep model evaluation of coastal soft clay
Lim et al. Finite Element Modelling of Prestressed Concrete Piles in Soft Soils, Case Study: Northern Jakarta, Indonesia
Qian et al. Uplift load–movement response of bell pier foundations in Gobi gravel
Cunha et al. Some Factors That Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses.
Kirby et al. Further development of a general effective stress method for prediction of axial capacity for driven piles in clay
Andrianopoulos et al. Effective stress analysis for the seismic response of shallow foundations on liquefiable sand
Farzana et al. Vertical bearing capacity of spun precast concrete piles in liquefiable soil: a case study