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12/08/2019

Amazing View of Qandil Gahri village

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22/02/2017

12/06/2016

Road

12/06/2016

Different professionals working Cap's.

12/06/2016

Simlpe wood shelf.

22/05/2014

House Plan And 3d Elevation Design.
Design by: Visionary Consultants

24/03/2014

Modern house design.
Design By: Visionary Consultants

Home Engineering Consultants

11/03/2014

Reinforcement details of ribbed slab....... ! :-)

Home Engineering Consultants

11/03/2014

Walkway machine paver.. :-)

Home Engineering Consultants

11/03/2014

Shear force and bending moment diagram.

Home Engineering Consultants

05/03/2014

Types of Compaction
There are four types of compaction effort on soil or asphalt:

Vibration
Impact
Kneading
Pressure
These different types of effort are found in the two principle types of compaction force: static and vibratory.
Static force is simply the deadweight of the machine, applying downward force on the soil surface, compressing the soil particles. The only way to change the effective compaction force is by adding or subtracting the weight of the machine. Static compaction is confined to upper soil layers and is limited to any appreciable depth. Kneading and pressure are two examples of static compaction.

Vibratory force uses a mechanism, usually engine-driven, to create a downward force in addition to the machine's static weight. The vibrating mechanism is usually a rotating eccentric weight or piston/spring combination (in rammers). The compactors deliver a rapid sequence of blows (impacts) to the surface, thereby affecting the top layers as well as deeper layers. Vibration moves through the material, setting particles in motion and moving them closer together for the highest density possible. Based on the materials being compacted, a certain amount of force must be used to overcome the cohesive nature of particular particles.http://www.concrete-catalog.com/soil_compaction

VRISO Consultants

05/03/2014

Ribbed slabs

The ribbed slab (or Zoellner slab) is something between a slab and sum of beams. Generally, during a seismic event ribbed slabs, like rigid ones, are not stressed along the vertical direction therefore, their reinforcement is practically independent of the earthquake forces.

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