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

Bashir et al., 2023 - Google Patents

Skirted footing for enhancing load carrying capacity

Bashir et al., 2023

Document ID
14271449279824074432
Author
Bashir K
Shukla R
Jakka R
Publication year
Publication venue
Geo-Congress 2023

External Links

Snippet

Finite element limit analysis was used to investigate the performance of an axially loaded strip footing with structural skirts resting on sandy soils in this work. Three separate cases were investigated to determine the influence of skirts on the performance of skirted …
Continue reading at ascelibrary.org (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
    • 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
    • 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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • 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
    • 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
    • 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
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines

Similar Documents

Publication Publication Date Title
Lam et al. Centrifuge and numerical modeling of axial load effects on piles in consolidating ground
Yang et al. Performance and bearing behavior of monopile-friction wheel foundations under lateral-moment loading for offshore wind turbines
Chik et al. Lateral behavior of single pile in cohesionless soil subjected to both vertical and horizontal loads
Lazcano et al. Bearing capacity of shallow foundation under cyclic load on cohesive soil
Tan et al. Column group analyses for stone column reinforced foundation
Shakouri et al. Evaluation of penetration depth for cutoff walls in the core of earth dams
Shao et al. Optimization of inter-helix spacing for helical piles in sand
Kumari et al. Effectiveness of stone column in liquefaction mitigation
Bashir et al. Skirted footing for enhancing load carrying capacity
DehqanKhalili et al. Effect of distribution patterns of DSM columns on the efficiency of liquefaction mitigation
Finn et al. Dynamic analyses of an earthfill dam on over-consolidated silt with cyclic strain softening
Perlea et al. Corps of Engineers practice in the evaluation of seismic deformation of embankment dams
Chiou et al. Three-dimensional finite element analysis of laterally loaded bridge caisson foundations in gravelly soil
Gultom et al. Behavior of piled raft foundation in soft clay layer with geo-foam application
Panique Lazcano et al. Long-term dynamic bearing capacity of shallow foundations on a contractive cohesive soil
Niroumand et al. Performance of helical anchors in sand
Salahshour et al. Numerical modelling of vibratory extraction of monopiles from clayey seabed
Sadiq et al. Numerical modelling of consolidation behavior of embankment on soft clay
Rohit et al. Simulation of water film formation during the 2018 Sulawesi earthquake, Indonesia
Han et al. Stability analysis of road embankment with various fill materials
Kumari et al. Smart modeling of soil-foundation interaction using coupled mechanisms: a numerical framework for liquefaction risk mitigation
Benali et al. Drained Bearing Capacity of Strip Footings on Two-Layered Sand Soil Slope
Taylor Use of an energy-based liquefaction approach to predicting deformation in silts due to pile driving
You et al. Fatigue behavior of bucket foundation under vertical cyclic loading
Siang et al. Optimum Sustainable Design Approach of a Granular Pile Anchor System in Mitigating Shallow Foundation Failures on Expansive Clay