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A clay stratum is 4.5 m thick and rests on a rock surface. The coefficient of consolidation of a sample of this clay was found to be 4.5 × 10-8 m2/s in the laboratory. Verify probable period of time needed for the clay stratum to undergo 50% of the ultimate settlement expected under a certain increment of pressure.
the elevations of grid points for an area as follows: 1 2 3 4 5 6 7 8 F 690 709 726 732 735 740 743 747 E 696 715 729 736 740 737 739 740 D 702 723 733 742 737 737 745 747 C 707 72
III. Calculate the magnitude and sense of the member forces BC, BG and HG using the method of sections
Calculate the Total Area (acre) for Lot A 30-ft wide parabolic shaped stream divides the property as shown. The total area (acre) for Lot 6 is most nearly: Solution:
Recognize the losses of prestress Recognising the losses of prestress which take place after the prestressing OF concrete structural elements, it is to be appreciated that pres
size of sieve to analysis the grading of 10 mm size stone grit
describe how quality control is maintained in a rolled fill dam
Question For drained reclamation, what will significance of smear zone bring by installation of band drains ? Answer Throughout installation of band drains, smear zon
full history
Absolute pressure is simply the addition of the observed gage pressure plus the value of the local atmospheric pressure.
elastic curve of a simply supported beam with triangular load
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