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Arun Soil Lab Pvt Ltd

Lucknow, Uttar Pradesh

| GST  09AAECA9218M1Z9

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we are a leading geotech & material testing consultant serving the civil engineering fraternity which include many central and u. P. State government departments, public sector enterprises, infrastructure companies, industries, engineering institutes/schools/colleges, architects/consultants, builders/contractors, construction companies and other clients for last twenty years of our existence starting 15th august 1990. This include services as geotech investigation, foundation investigation, sub-grade investigation and plate load testing for projects involving buildings, malls, multiplexes, over head tanks, sumps, telecommunication towers, transmission lines, railway electrification towers, river/canal bridges, culverts, railway/road over bridges and highways.+ Read More

Nature of Business

Service Provider

Legal Status of Firm

Private Limited Company

GST Number

09AAECA9218M1Z9

Geotech Investigation Service
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Material Testing For Quality Control Service
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Pile Load Testing
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Pile Load Testing

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Piles find application in foundation to transfer loads from a Structure to competent sub surface strata having adequate load bearing capacity. They are provided in general in soft and expansive soils. Piles transfer loads either by skin friction along its shaft or by end bearing. The installation of piles demand careful control on position, alignment and depth and also involve/require specialized skill and experience. Pile Load Test is the most direct method for determining the safe loads on piles including its structural capacity with respect to soil in which it is installed.

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Topographic Survey
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Topographic Survey

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Includes Topographical & Contour Surveys to facilitate finalization of Building, Industrial, Township & Plant layouts including marking of Bench Mark, Boundary & Grid pillars and hence helping in planning the Project, Landscaping etc. for the concerned Civil Engineering project.

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Plate Load Testing

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The test consists of a Test Pit being dug of suitable requisite dimensions (as per size of plate used and depth of foundation proposed) with circular or square bearing plates of mild steel, not less than 25mm. in thickness and varying in size from 300 to 750 mm with chequered or grooved bottom with handles and centre marked placed at the centre of the Test Pit along with loading column and a Hydraulic Jack of required capacity with properly calibrated load measuring device and four nos. Dial Gauges placed on the Bearing Plate for noting dial gauges deflection readings. On top of all this is placed a loading platform supported by suitable means at least 2.5m from the test area with a height of 1 metre or more above the bottom of the pit to provide sufficient working space. No support of loading platform should be located within a distance of 3.5 times size of test plate from its centre.

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Properties of Construction Material change from place to place. Sometimes they may affect the strength and durability of the Structure, based on their Engineering Properties like Grain size, Specific Gravity, Flakiness, Elongation, etc. of Aggregates. However, the Compressive Strength of Cement also gets reduced on its defective storage for large durations in godowns before it being used at the Site. Hence, it is required to confirm the physical properties of Cement well in advance before its usage in Construction Work. Another reason by virtue of which the Compressive Strength and Durability of Concrete quite often gets reduced is due to excess/less quantity of Water Cement ratio being used in its preparation. Whereas, the presence of soluble salts in Water used in Construction Work may also damage the Building after certain lapse of Construction Time. Therefore, it is necessary to check/test the materials being used in construction for their inherent properties before starting the Construction Work as per various relevant IS standards.

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The Dynamic Cone Penetrometer (DCP) is an instrument which can be used for the rapid measurement of the in situ strength of existing flexible pavements constructed with unbound materials. The TRL DCP uses an 8 Kg hammer dropping through a height of 575mm and a 60° cone having a maximum diameter of 20mm.

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Non Destructive Tests Service
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Geotech Investigation
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Geotech Investigation

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Geotechnical investigations are performed by geotechnical engineers to obtain information on the physical properties of soil and rock at the site to design the foundations for proposed structures based on the subsurface conditions obtained. Geotechnical investigations generally include surface and subsurface exploration of a site. Sometimes, geophysical methods are used to obtain data about sites. Subsurface exploration usually involves soil sampling and laboratory tests of the soil samples retrieved.

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Performance of flexible pavements is closely related to the elastic deflection of pavement under the wheel loads. The deformation or elastic deflection under a given load depends upon sub grade soil type, its moisture content and compaction, the thickness and quality of the pavement courses, drainage conditions, pavement surface temperature, etc.

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