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

Diab et al., 2021 - Google Patents

Effect of geofoam under strip footing rested on swelling soil

Diab et al., 2021

View PDF
Document ID
7545876302357300689
Author
Diab A
El Sakhawy N
Elkilany M
Al-Badwy R
et al.
Publication year
Publication venue
Journal of Applied Science and Engineering

External Links

Snippet

Swelling soils are considered a highly problematic soil due to the volume change actions. The cyclic heave and settlement of expansive soils could be the main reason for considerable damages to the structures, roads, and highways. Many available …
Continue reading at jase.tku.edu.tw (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
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0006Plastics
    • 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
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/08Reinforcements for flat foundations
    • 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
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures

Similar Documents

Publication Publication Date Title
Roy et al. Role of geotechnical properties of soil on civil engineering structures
Demir et al. Large scale field tests on geogrid-reinforced granular fill underlain by clay soil
Reddy et al. Sustainable utilization of scrap tire derived geomaterials for geotechnical applications
Diab et al. Effect of geofoam under strip footing rested on swelling soil
Das et al. Bearing capacity and liquefaction assessment of shallow foundations resting on vibro-stone column densified soil in vallur oil terminal, India
Zukri Soft clay stabilisation using lightweight aggregate for raft and column matrices
Dronamraju Studies on field stabilization methods to prevent surficial slope failures of earthfill dams
Zaika et al. Individual and group columns failure of deep cement mixing (DCM) in Grati soft soil
Hao et al. Reinforcement effect and permeability assessment of gravel-tire chips mixture (GTCM) used in marine landfill
Shrivastava et al. Settlement analysis of ground treated with granular piles using natural and recycled aggregates
Mokhtari et al. Behavior of stone columns based on plate load test and FEM analysis on the north end of Persian gulf
Habashneh Special reinforcement solutions of railway permanent ways’ soil substructures
Pradiptia et al. In-Situ Stabilization Analyses of Peaty Clay Soil Layers using Solid Waste from of Biomass Power Plant
Le Investigations to develop field stabilization methods to mitigate surficial slope failures
Ayeditan et al. Enhancing Performance of Silty Clayey Sandy and of Pavement Using Cement and Geogrid in South Republic of Benin (West Africa)
Diab Reduction Heave of Swelling Soil under Isolated Footing with Flat and Ribbed Geofoam
Musenda Investigations on the effects of using discrete randomly distributed fiber reinforcement in expansive foundation soils
SALIH A novel technique to increase the load capacity of the steel pipe pile
Kolathayar et al. Best Practices in Geotechnical and Pavement Engineering—An Introduction
Fattah et al. Effect of degree of saturation on stresses and pore water pressure in the subgrade layer caused by railway track loading
Saran Analysis and Design of Substructures: Limit State Design
Majeed et al. The behavior of soft clay treated with waste concrete column
Boluk A Comprehensive Framework to Mitigate Surficial Slope Failures
Badarinath Stability of High Embankments Founded on Soft Soils
Baqir et al. A NUMERICAL STUDY ON THE BEHAVIOR OF STONE COLUMNS WITH DIFFERENT AREA RATIOS IN SOFT CLAYS