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SAMIH ABBAS KOTTACKAL's image
Question added by SAMIH ABBAS KOTTACKAL STRUCTURAL ENGINEER TRAINEE CASE STRUCTURAL ENGINEERS
7 years ago

Is pile cap design a conservative approach when designed for a single pile? What is the role of pile cap?‎

PILE CAPS MAY BE CONSIDERED AS DEEP BEAMS WHICH WOULD EFFECTIVELY TRANSMIT THE LOAD FROM COLUMN TO PILES.THE SAME WOULD MAKE PILECAPS VERY MASSIVE.THE QUESTION IS WHETHER‎ ... See More

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SAMIH ABBAS KOTTACKAL's image
Question added by SAMIH ABBAS KOTTACKAL STRUCTURAL ENGINEER TRAINEE CASE STRUCTURAL ENGINEERS
7 years ago

What is structural dynamics? What is its importance? ‎

Main consideration in earthquake zones‎

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Mohammed Baali's image
Question added by Mohammed Baali Civil and geotechnical engineer Public Works Laboratory of the South
10 years ago
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Shahzada Imran's image
Question added by Shahzada Imran Civil Engineer Public Health Engineering (J&K Govt)
9 years ago
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Question added by Deleted user
9 years ago

Does the use of the rock mass classification systems have expired?‎

This question has been raised for open discussion about; "deficiencies of rock mass classification systems about properly explanation of rock mass behavior".‎

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SAMIH ABBAS KOTTACKAL's image
Question added by SAMIH ABBAS KOTTACKAL STRUCTURAL ENGINEER TRAINEE CASE STRUCTURAL ENGINEERS
9 years ago

WHAT ARE THE ADVANTAGES OF PURSUING A MTECH DEGREE IN TRANSPORTATION CIVIL ENGINEERING? ‎

I am a graduate having2 years experience i am in a great confusion whether to pursue a mtech or not please help me out.I am GATE qualified.I am presently unemployed‎

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SAMIH ABBAS KOTTACKAL's image
Question added by SAMIH ABBAS KOTTACKAL STRUCTURAL ENGINEER TRAINEE CASE STRUCTURAL ENGINEERS
10 years ago

WHEN WOULD YOU PREFER PILE FOUNDATION AND FLOATING FOUNDATION ?‎

BOTH HAS SAME WORKING PRINCIPLE BUT PROCEDURE IS DIFFERENT WHAT I YOUR OPINION?‎

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SAMIH ABBAS KOTTACKAL's image
Question added by SAMIH ABBAS KOTTACKAL STRUCTURAL ENGINEER TRAINEE CASE STRUCTURAL ENGINEERS
6 years ago

How can we build a foundation for a column which subjected to tension?‎

In steel buildings some columns are subjected to tension.Which results in pull of the foundation.How this could be designed in a practical view point‎

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