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

Wang et al., 2019 - Google Patents

Behaviour of underpinning piles due to shield tunnel installation

Wang et al., 2019

View PDF
Document ID
628295136775868044
Author
Wang B
Wang X
Ma W
Publication year
Publication venue
Geotechnical Research

External Links

Snippet

A laboratory simulation of the number 1 metro line in Lanzhou City, China, was carried out to determine the feasibility of passing through existing bridge projects. The results show that the foundation settlement of the underpinning piles is less than that of the existing piles. A …
Continue reading at www.icevirtuallibrary.com (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
    • 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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/08—Reinforcements for flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • 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
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/04—Foundations produced by soil stabilisation
    • 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

Similar Documents

Publication Publication Date Title
Reul et al. Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses
Lu et al. A case study on geogrid-reinforced and pile-supported widened highway embankment
Hosseinpour et al. Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns
Yapage et al. A parametric study of geosynthetic-reinforced column-supported embankments
Zheng et al. The performance of an embankment on soft ground reinforced with geosynthetics and pile walls
Schroeder et al. The influence of pile group loading on existing tunnels
Zhang et al. Consolidation analysis of soft soil improved with short deep mixed columns and long prefabricated vertical drains (PVDs)
Abdollahi et al. Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities
Zhou et al. Deformation characteristics and failure evolution process of the existing metro station under unilateral deep excavation
Ma et al. Research on bearing theory of squeezed branch pile
Acharya et al. Numerical analysis of low-fill box culvert under rigid pavement subjected to static traffic loading
Xing et al. Effects of construction technology on bearing behaviors of rock-socketed bored piles as bridge foundations
Zhou et al. Analytical solutions for geosynthetic-encased stone column-supported embankments with emphasis on nonlinear behaviours of columns
Nguyen et al. Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration
Fattah et al. Load transfer and arching analysis in reinforced embankment
Al-Khazaali et al. Axial force–displacement behaviour of a buried pipeline in saturated and unsaturated sand
Chen et al. Settlement-based cost optimization of geogrid-reinforced pile-supported foundation
Liu et al. Performances of large-diameter cast-in-place concrete pipe piles and pile groups under lateral loads
Tang et al. Design and measurement of piled-raft foundations
Alnunu et al. Performance of loose sand with different waste materials in stone columns in North Cyprus
Ren et al. Analysis on bearing performance of Y-shaped piles under compressive and tensile loading
Zhou et al. Experiment on improving bearing capacity of pile foundation in loess area by postgrouting
Song et al. Analytical solution of the vertical earth pressure on load-shedding culvert under high fill
Wang et al. Behaviour of underpinning piles due to shield tunnel installation
Jiang et al. A new large step-tapered hollow pile and its bearing capacity