Results 31 to 40 of about 22,402 (312)

DESIGN OF FOUNDATION STRENGTHENING WITH PILES FOR THE RECONSTRUCTION OF BUILDINGS ON CLAY SOILS

open access: yesInternational Journal for Computational Civil and Structural Engineering
The paper presents the main stages of designing the strengthening of shallow foundations with piles made in clay soil (injection and bored-injection) for reconstructed buildings. Such foundations are often called combined foundations.
Anatoly Polishchuk   +3 more
doaj   +1 more source

Study on Disturbance Mechanism of Squeezed and Non-Squeezed Soil Piles on Soft Soil Foundation

open access: yesApplied Sciences, 2023
The construction process of pile foundations can significantly disrupt the soil. Therefore, it is necessary to limit the degree of soil disturbance caused by pile foundation construction to an acceptable level. This paper examines the disturbance effects
Chengyuan Lin   +4 more
doaj   +1 more source

Physical modelling of lime stabilisation in soft soils around deep excavations [PDF]

open access: yes, 2017
Bored concrete piles have been used widely on commercial developments in London for about the last 50 years. The life of a commercial building is between 25 – 30 years and, as each building is demolished and rebuilt, the piles from the previous buildings
Gaba A. R.   +3 more
core   +1 more source

Analysis of The arching phenomenon of bored piles in sand

open access: yesAlexandria Engineering Journal, 2016
Several bored pile field-testing observations showed the arching phenomena and its effect on side shear resistance. Finite element numerical model is developed in this paper to study the arching phenomena of bored pile and the effect on the overall ...
Zahraa A. Kamal   +2 more
doaj   +1 more source

CHD pile performance, Part I:Physical modelling [PDF]

open access: yes, 2016
The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A   +25 more
core   +2 more sources

ASSESSING THE INCREASE IN BEARING CAPACITY OF BORED PILES IN SANDY SOIL USING EXPANSIVE ADDITIVES

open access: yesMağallaẗ Al-kūfaẗ Al-handasiyyaẗ, 2019
The pile foundation is usually designed to exceed the weak soil to the strong stratum. There is very close relation between the pile capacity and surrounding soil conditions.
Makki K. Al-Recaby
doaj   +1 more source

Perilaku Tiang Bor Penopang Infrastruktur Pada Tanah Lunak Akibat Beban Statik [PDF]

open access: yes, 2010
Bored piles have been used to support transportation infrastructures (offices, a terminal building, power house, warehouses and workshop) in a harbor. The bored piles were penetrated into mostly old alluvial deposits and dilluvial deposits of very stiff ...
Aspar, W. A. (Wimpie)
core  

Electrical Conductivities of Conductors, Semiconductors, and Their Mixtures at Elevated Temperatures

open access: yesAdvanced Engineering Materials, EarlyView.
This article presents a comprehensive review of temperature‐dependent electrical conductivity data for multiple material classes at elevated temperatures, highlighting a persistent conductivity gap between metals and semiconductors in the range of 102$\left(10\right)^{2}$– 107$\left(10\right)^{7}$ S/m. Metal–ceramic irregular metamaterials are proposed
Valentina Torres Nieto, Marcia A. Cooper
wiley   +1 more source

Improvement the bearing capacity of the soil which is supporting the shallow foundation by using bored short micro-piles

open access: yesمجلة بغداد للعلوم
In this paper , concrete micro-piles were used to improve the bearing capacity of the soil which is supporting the shallow foundation by using groups of (4; 6 and 9)bored short micro-piles which have, (D=0.125m and D=0.1m), and length to diameter ratio (
Shaymaa khalid AbdulRahman Al-Chalabi
doaj   +1 more source

Analisis Stabilitas Lereng Dan Alternatif Penanganannya (Studi Kasus Longsoran Jalan Alternatif Tawangmangu Sta 3+150 – Sta 3+200, Karanganyar) [PDF]

open access: yes, 2014
This final project provides soil stability and the handling on alternative roads between Tawangmangu-Plaosan STA 3+150-STA 3+200, Karanganyar. The landscape in this area is rather steep and unstable, making the soil here has a high potential landslides ...
Atmanto, I. D. (Indrastono)   +3 more
core  

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