scholarly journals Optimal-depth sorting networks

2017 ◽  
Vol 84 ◽  
pp. 185-204 ◽  
Author(s):  
Daniel Bundala ◽  
Michael Codish ◽  
Luís Cruz-Filipe ◽  
Peter Schneider-Kamp ◽  
Jakub Závodný
Keyword(s):  
Sorting Networks ◽  
Optimal Depth

Optimal depth-first algorithms and equilibria of independent distributions on multi-branching trees

2017 ◽  
Vol 125 ◽  
pp. 41-45 ◽  
Author(s):  
Weiguang Peng ◽  
NingNing Peng ◽  
KengMeng Ng ◽  
Kazuyuki Tanaka ◽  
Yue Yang
Keyword(s):  
Optimal Depth ◽  
Branching Trees

scholarly journals VLSI Design of Sorting Networks in CMOS Technology

VLSI Design ◽  
10.5772/38757 ◽  
2012 ◽  
Author(s):  
Vctor M. ◽  
Ana D. ◽  
Joel Ramrez ◽  
Jess S. ◽  
Omar Alba ◽  
...  
Keyword(s):  
Vlsi Design ◽  
Cmos Technology ◽  
Sorting Networks

Optimal depth estimation by combining focus measures using genetic programming

2011 ◽  
Vol 181 (7) ◽  
pp. 1249-1263 ◽  
Author(s):  
Muhammad Tariq Mahmood ◽  
Abdul Majid ◽  
Tae-Sun Choi
Keyword(s):  
Genetic Programming ◽  
Depth Estimation ◽  
Optimal Depth

scholarly journals Experimental application of optimal depth of PVDs determination under vacuum loading condition

2016 ◽  
Vol 19 (1) ◽  
pp. 116-121
Author(s):  
Nhat Dai Vo ◽  
Viet Hoang Quoc Lam ◽  
Tuan Minh Pham
Keyword(s):  
Loading Condition ◽  
Ground Improvement ◽  
Soft Soil ◽  
Small Error ◽  
Soft Ground ◽  
Optimal Depth ◽  
Geological Feature ◽  
Experimental Application ◽  
Technical Requirements ◽  
Soft Ground Improvement

Viet Nam is one of the country that has a very soft and complicated geological feature. Therefore, how to economize cost but satisfy the standard and technical requirements in designing by selecting an appropriate method in building especially projects constructed on soft ground is always needed to consider and research continuouslly. In this paper, a method how to determine the optimal depth of PVDs under vacuum loading condition for soft ground improvement is presented and applied to specific case in 861 provincial street, Ward Cai Be, Tien Giang District. The soft soil includes two layers with total 12m thick and is allowed to drain on the top and bottom faces (double drainage). The result shows that the optimal depth of PVDs is about 10,5m with the small error of 0,7%

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