machine foundation on behaviour of sand

Investigation on behaviour of M-sand and sea sand based

So the collected samples are compared for the best results in concrete production. The compressive strength percentage increases on Fully Sea sand based

(PDF) Investigation of the behavior of shallow machine foundation ...

In this paper, the settlement of shallow foundation and inner displacement on liquefiable of unreinforced and reinforced saturated multi-layered sandy soils (medium

(PDF) Behaviour of machine foundations resting on saturated sand ...

This study aims to investigate the behaviours of machine foundations resting on sand granular tire rubber mixtures after saturation. Kerbala sand with two

(PDF) Dynamic Behavior of Machine Foundations on layered sandy

In this paper, a dynamic investigation is done for strip, rectangular and square machine foundation at the top surface of two-layer dry sand with various states

RESONANCE FREQUENCY OF MACHINE FOUNDATIONS RESTING

foundation plays a dominant role in controlling the dynamic response. Material at a depth greater than twice the width of the foundation plays an insignificant role. A major

Experimental evaluation of the effect of soil water

In this study the dynamic response of a machine-foundation-soil system was investigated experimentally and theoretically. The objective of this work is to analyze

(PDF) STRENGTH BEHAVIOUR OF FOUNDRY SAND ON MODIFIED

The main constituents of green sand is high quality silica and bentonite clay (about 10% as binder), water present sea coal (good casting finisher of about 2 to 5%).The type and

‪Al-Kaream, Khalid W.Abd‬ - ‪Google Scholar‬

The dynamic behavior of machine foundation on saturated sand. KW Abd Al-Kaream. M. Sc. Thesis, Building and Construction Engineering Department, University . , 2013. 10.

The dynamic behavior of machine foundation on saturated sand

This study focuses on the effect of machine vibration on the variation of excess pore water pressure and settlement of saturated sand. Also the variation of safety factor was

Basic properties of Badarpur sand. Download Table - ResearchGate

Significant works had been conducted on the soil-foundation system (Layered/reinforced soil) subjected to machine-induced dynamic loads to investigate the effects of various parameters such as ...

(PDF) Behaviour of machine foundations resting on saturated sand ...

This paper examines the dynamic response of machine foundation resting on sand mixed with granular rubber of sizes (0.07-3) mm to improve the vibration attenuation and to reduce the settlement of ...

Effect of mode of vibration on the response of

In this study, the response and behavior of machine foundations resting on dry and saturated sand was investigated experimentally. A physical model was manufactured to simulate steady

Effect of Footing Size on the Dynamic Behaviour of Cohesionless

The current study examines the influence of footing size on the dynamic behaviour of machine foundation systems placed on a prepared foundation bed of cohesionless soil. Large-scale block foundation tests are performed on rigid reinforced cement concrete (RCC) square foundation of two different sizes (F1: 550 mm × 550 mm

QDPLFORDG - ResearchGate

Investigation of the behavior of shallow machine foundation ... After placing the foundation on the sand la yer surface, the dynamic load was applied for a preset sequence.

Stresses and Pore Water Pressure Induced by Machine Foundation

In this study, the response and behavior of machine foundations resting on dry and saturated sand was investigated experimentally. In order to investigate the response of soil and footing to ...

Dynamic response of machine foundation resting on sand

This paper examines the dynamic response of machine foundation resting on sand mixed with granular rubber of sizes (0.07-3) mm to improve the vibration attenuation and to reduce the settlement of ...

Ayothiraman R Professor PhD (Geotechnical Engineering ...

An effort is made to study the shear behavior of sand reinforced with human hair fibers, ... (SSI) on pile-supported machine foundation supporting low speed rotary machine is discussed.

Analytical Study on Behaviour of Soil-Footing Interaction under Machine

In a foundation system soil and foundation act as a single body. When a harmonic periodic load is applied on a foundation by a machine mounted on it. The machine foundation and soil in the vicinity to the foundation act as a single medium. The vibration of machine loading is distributed in the soil by the foundation. This principle is called

(PDF) Dynamic Behavior of Machine Foundations on layered

In this paper, a dynamic investigation is done for strip, rectangular and square machine foundation at the top surface of two-layer dry sand with various states (i.e., loose on medium sand and ...

The dynamic behavior of machine foundation on saturated sand

In machine foundation, the designer must consider in addition to the static load, the dynamic load caused by the working of the machine. Therefore, the designer should be well conversant with the problem concerning dynamic behavior of

2023/sbm machine foundation on behaviour of construction sand

sbm machine foundation on behaviour of construction sand7 Tips for Building a Strong Foundation on Sand Constructing a home or building on sandy soil can be tough and the problems are numerous.This is especially true for homeowners in the coastal regions of the eastern and western United States,southern Texas,and the Gulf Coast area Here are

Investigation of the behavior of shallow machine foundation

Investigation of the behavior of shallow machine foundation resting on a saturated layered sandy soil subjected to a dynamic load. H H Karim 1, ... Rostam V and Ghazav M 2015 Analytical solution for calculation of bearing capacity of shallow foundation on geogrid reinforcement sand slope IJST Transactions of Civil Engineering 39 167-182.

Ultimate Load Tests on Bearing Behavior of Large-Diameter

Based on the vertical compressive static load test and pile mechanics test of three large diameter bored piles (one of the test piles was treated with postgrouting) in granite gneisses foundation, the bearing capacity, deformation characteristics, and influencing factors of the single pile under the limit state are analyzed and compared with

Effect of Embedment Depth on Response of Machine Foundation on ...

The vertical displacements decrease obviously by 46%, 37%, and 40% for loose, medium and dense sand respectively when increasing the embedment of foundation from 0.5 m to 1 m, while when the ...

Machine-Induced Vibration Isolation Using Geocell Reinforcement

The concrete machine foundation was developed centrally over the prepared foundation bed. ... (1999) Behaviour of sand confined with single and multiple geocells. Geotextiles Geomembranes 17(3):171–184. Google Scholar Richart FE, Hall JR, Woods RD (1970) Vibrations of soils and foundations. Int Series Theoret Appl Mech.

of Embedment Depth on Response of Machine Foundation Saturated Sand

medium and dense sand, respectively, when increasing the embedment of foundation from 0.5 to 1m, while when the embedment of foundation increases from 1 to 1.5m, the vertical displacements for loose, medium and dense sand decrease by 45, 38 and 3%, respectively. Finally, when the embedment of foundation increases from 1.5 to 2m, B Mohammed Y ...

Behavior of Dry Medium and Loose Sand-Foundation System

The vertical displacements decrease obviously by 46%, 37%, and 40% for loose, medium and dense sand respectively when increasing the embedment of foundation from 0.5 m to 1 m, while when the ...

NPTEL :: Civil Engineering - Foundation Engineering

Foundation Engineering (Web) Syllabus; Co-ordinated by : IIT Bombay; Available from : 2009-12-31. Lec : 1; ... Lecture -23 Piles In Sand; Lecture -24 Under Reamed Pile; Lecture -25 Pile Groups; ... Problems Solutions of Design of Machine Foundations; Module-8 Foundations in difficult ground.

Dynamic behavior of machine foundation on two-layer soil system

In this paper, a dynamic analysis of strip machine foundation is placed at the middle of the top surface of two-layer saturated sand with different states (i.e. loose, medium and dense), and vertical harmonic excitation is carried out with assessment of liquefaction potential and building up of the excess pore water pressure.