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Engineering Technology and Applications
book

Engineering Technology and Applications

by Fun Shao, Wise Shu, Tracy Tian
August 2014
Intermediate to advanced content levelIntermediate to advanced
346 pages
12h 11m
English
CRC Press
Content preview from Engineering Technology and Applications
Figure 5. The depth of continuous diaphragm wall of three schemes.
Figure 6. Land subsidence contour map after foundation pit dewatering 66 days.
4 MULTI-SCHEME COMPARATIVE ANALYSIS
With the identified and verified numerical model of three-dimensional unsteady seepage and land
subsidence of groundwater, it plans to use three different containments (of which the insertion
depth is different) and dewatering well layout scheme (of which the position and pump output are
different) for simulation. The depth of continuous diaphragm wall of three schemes is shown in
Figure 5.
The water head value inside and outside the foundation pit in three schemes and
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Publisher Resources

ISBN: 9781138027053