By Robert Day
This functional source specializes in origin engineering, emphasizing the geotechnical features and using the overseas construction Code(R).Robert W. Day (San Diego, CA) is a number one forensic engineer and the manager engineer at American Geotechnical in San Diego, California. the writer of over 2 hundred released technical papers, he serves on advisory committees for a number of specialist institutions, together with ASCE, ASTM, and NCEES. He holds either bachelors and masters levels in structural engineering from Villanova collage and a master's in civil engineering and a civil engineer measure from the Massachusetts Institute of know-how. the writer of five McGraw-Hill books in geotechnical engineering and contributor to various handbooks at the topic.
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Additional info for Foundation Engineering Handbook: Design and Construction with the 2006 International Building Code
The drilled rock core is collected in the core barrel as the drilling progresses. Once the rock core has been cut and the core barrel is full, the drill rods are pulled from the borehole and the rock core is extracted from the core barrel. A rotary drill rig, such as shown in Fig. 6, is often used for the rock coring operation. ” For soil, the most common method is to force a sampler into the soil by either hammering, jacking, or pushing the sampler into the soil located at the bottom of the borehole.
Driving of the sampler spoon above the bottom of the casing The N value is increased in sands and reduced in cohesive soil. Failure to maintain sufficient hydrostatic head in boring The water table in the borehole must be at least equal to the piezometric level in the sand; otherwise the sand at the bottom of the borehole may be transformed to a loose state. Attitude of operators Blow counts for the same soil using the same rig can vary, depending on who is operating the rig and perhaps the mood of operator and time of drilling.