The Effect of Support Conditions on Piles Performance in the Liquefiable Soils under Seismic Loading

    Abstract:  Use piles in recent years, a significant increase in sand beaches that are often saturated grain soil structure, has been found. Earthquake tensions in areas such as soil structure, increase pore pressure and decrease soil resistance and ultimately create the liquefacti...

بیشتر بدانید!

Numerical Analysis of Pre-casted Lightweight Concrete Piles Driving in Clayey Soil

    Abstract:  Pre-casted lightweight concrete (LWC) provide an attractive alternative to conventional pile materials such as steel and concrete by improving the durability of deep foundations. In this paper, the drivability of cylindrical piles with lightweight concrete is investigat...

بیشتر بدانید!

The analysis of soil and structure interaction by finite element method in batter and bearing micropiles

   Abstract:  The study on micro piles for seismic improvement and reduction of structure settlement has received much attention from structure theorists. This is due to the performance of these piles in the improvement of seismic performance of bed soil and soil density and reduction in s...

بیشتر بدانید!

New Approach in Tunneling Construction Using the Forepooling Technique

   Abstract:  Austrian Tunneling is mainly applicable to big-section tunnels. The tunnel is excavated step by step in this technique. Furthermore, foreboding, jet grouting and freezing are the techniques applied to construct falling tunnels; however, Austrian tunneling should not be used a...

بیشتر بدانید!

 Investigating the Smart System Function of Injecting Fluid from Tanks to Well

    Abstract:  Mud drilling is a combination of organic and inorganic chemicals made in the form of liquid and used in the drilling industry to move the piles to the surface, to control the pressure, to make unbonded walls, and to lubricate, etc. [1]. Developing the advanced digging, ...

بیشتر بدانید!

Determining Minimized Arrangement of Micro piles to stabilize High Railway Embankments on Loose Foundations

    Abstract:  Construction of railway embankments on loose beds without using any methods of soil improvement (e.g. stone columns in silt and clay beds, deep soil mixing method, jet grouting and also using micropiles individually or in groups form) leads to the reduction of embankmen...

بیشتر بدانید!

SOIL IMPROVEMENT OF RECLAIMED LAND AND WEAK FOUNDATIONS BY VIBROFLOTATION

    Abstract:  It was often noticed by engineers that a significant but unintentional improvement in the soil was obtained in loose cohesionless layers when driving or vibrating casings during the construction of pile foundations. Consequently, compaction using vibratory probes with v...

بیشتر بدانید!

USING MICRO PILES FOR LIQUEFACTION MITIGATION IN LOW COMPACTED SANDY SOILS FOR ONSHORE STRUCTURES , CASE STUDY: KOOHESTAK FISHERY HARBOR

    Abstract:  Micro-piles are principally used as elements for foundation support to resist static and dynamic loading conditions, less frequently as in-situ reinforcements for slope and excavation stability and construction of onshore coastal structures in low consolidated sandy bed...

بیشتر بدانید!

Two Pile Driving Techniques: Top and Bottom Hammering

   Abstract:  Piled foundations with large diameters are usually used for platform foundations and other offshore structures. In these situations, piles are normally driven into the ground. This paper contributes to investigating the feasibility of bottom hammering instead of traditional t...

بیشتر بدانید!
EnglishIran