Foundation, Concrete and Earthquake Engineering
Solution of Foundation, concrete, earthquake related queries are published here.
Magnitude 3.8 Earthquake of COLORADO 2011 August 23
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2011 August 23 07:17:58 UTC : COLORADO Magnitude: 3.8 Date-Time : Tuesday, August 23, 2011 at 07:17:58 UTC Tuesday, August 23, 2011 ...
Magnitude 5.3 Earthquake of COLORADO 2011 August 23
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2011 August 23 05:46:19 UTC: COLORADO Magnitude: 5.3 Date-Time : Tuesday, August 23, 2011 at 05:46:19 UTC Monday, August 22, 2011 at...
Practicality of Structural Hinge
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Hinges are provided to have little resistance to rotation with a mechanism to transmit safely the trust and shear forces that comes from t...
Tsunami Warning Due to M 6.8 Earthquake, Northeastern Japan Off Fukushima Region 2011 August 19
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A strong earthquake with a preliminary magnitude of 6.8 trembled northeastern Japan off Fukushima prefecture on Friday at 2:36 p.m. (0536 ...
Ring of Fire Again Active Around Japan Region
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This year the Ring of Fire around Japan region is very active resulting Japan to suffer massive quakes. The recent news is a strong earthq...
Positioning of the Prestressing Force
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Application of compressive force to those zones of the concrete member where it is ultimately subjected to tensile stresses under working...
Central Gas Systems – How They Work
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Central gas systems work for large and small communities, businesses, and manufacturing enterprises in particular for those, which have no...
Analog Seismograph - CSIR - CSIO Technology
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Analog Seismograph Recently I visited CSIR technofest 2010 showcased by Council of Scientific & Industrial Research, New Delhi, at I...
WHAT IS DAMAGED PILES?
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A heavily loaded structure supported on soil which does not render adequate bearing capacity and where continuous foundation like mat is n...
OFFSETS AND OFFCENTERING LIMITS OF BORED PILE
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Bored piles are cast on the construction site which is normally of the order of 50 meters depth of drilling. The drilling depth and meth...
Laterally Loaded Drilled Piers
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Drilled piers will be subject to large, lateral loads along the pier length in cases when piers are used as retaining walls, walls to arre...
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