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Pile design concepts involve determining the type, size, and arrangement of piles to support structures on soft or unstable ground.
Consider the soil conditions and load requirements to determine the type of pile (e.g. driven piles, bored piles, or screw piles)
Calculate the required pile length based on the depth of stable soil or rock and the expected loads
Design the pile cap to distribute the loads from the struc...
An intermediate Geo material is a material that falls between two extremes in terms of its geotechnical properties.
Intermediate Geo materials have properties that are neither purely cohesive nor purely granular.
They may exhibit characteristics of both cohesive and granular materials.
Examples include silty sands, sandy clays, and clayey gravels.
Foundation type can be identified through site investigation, soil testing, and analysis of building requirements.
Conduct site investigation to understand soil conditions
Perform soil testing to determine soil properties and bearing capacity
Analyze building requirements such as load, type of structure, and environmental factors
Common foundation types include shallow foundations (e.g. strip, pad, raft) and deep foun...
Termination criteria of a borehole refer to the conditions under which drilling is stopped.
Termination criteria can include reaching the desired depth, encountering unstable ground conditions, or equipment failure.
Other factors such as budget constraints or time limitations may also influence termination.
For example, if the borehole reaches the target depth without encountering any significant obstacles, it may be...
Different modes of shear failures in soil include general shear failure, punching shear failure, and local shear failure.
General shear failure occurs along a plane within the soil mass.
Punching shear failure happens when a foundation settles and punches through the soil beneath it.
Local shear failure involves the development of shear planes around localized weak zones.
Other modes of shear failures include slope fa...
I applied via LinkedIn and was interviewed before Oct 2022. There were 2 interview rounds.
Different modes of shear failures in soil include general shear failure, punching shear failure, and local shear failure.
General shear failure occurs along a plane within the soil mass.
Punching shear failure happens when a foundation settles and punches through the soil beneath it.
Local shear failure involves the development of shear planes around localized weak zones.
Other modes of shear failures include slope failure...
Pile design concepts involve determining the type, size, and arrangement of piles to support structures on soft or unstable ground.
Consider the soil conditions and load requirements to determine the type of pile (e.g. driven piles, bored piles, or screw piles)
Calculate the required pile length based on the depth of stable soil or rock and the expected loads
Design the pile cap to distribute the loads from the structure ...
Termination criteria of a borehole refer to the conditions under which drilling is stopped.
Termination criteria can include reaching the desired depth, encountering unstable ground conditions, or equipment failure.
Other factors such as budget constraints or time limitations may also influence termination.
For example, if the borehole reaches the target depth without encountering any significant obstacles, it may be term...
An intermediate Geo material is a material that falls between two extremes in terms of its geotechnical properties.
Intermediate Geo materials have properties that are neither purely cohesive nor purely granular.
They may exhibit characteristics of both cohesive and granular materials.
Examples include silty sands, sandy clays, and clayey gravels.
Foundation type can be identified through site investigation, soil testing, and analysis of building requirements.
Conduct site investigation to understand soil conditions
Perform soil testing to determine soil properties and bearing capacity
Analyze building requirements such as load, type of structure, and environmental factors
Common foundation types include shallow foundations (e.g. strip, pad, raft) and deep foundatio...
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I applied via Approached by Company and was interviewed in Oct 2018. There were 3 interview rounds.
I want to join to further develop my skills, seeking new challenges. I am leaving for career growth opportunities. You should hire me for my experience and expertise.
Seeking new challenges and opportunities for skill development
Leaving for career growth and advancement
Experience and expertise in the field
Ability to contribute effectively to the team and projects
posted on 2 Sep 2021
I applied via Campus Placement and was interviewed before Sep 2020. There was 1 interview round.
I applied via Recruitment Consultant and was interviewed in Nov 2019. There were 3 interview rounds.
posted on 9 Oct 2021
I applied via Company Website and was interviewed before Oct 2020. There were 3 interview rounds.
posted on 4 May 2019
posted on 25 Jun 2021
I applied via Recruitment Consultant and was interviewed before Jun 2020. There was 1 interview round.
posted on 3 Sep 2021
Topic was given on comparison of government colleges and private colleges.
I applied via Naukri.com and was interviewed in May 2021. There were 3 interview rounds.
I applied via Referral and was interviewed in Oct 2020. There were 3 interview rounds.
based on 2 interview experiences
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