Memory reduction of I/sub DDQ/ test compaction for internal and external bridging faults

2002 ◽  
Author(s):  
T. Maeda ◽  
K. Kinoshita
Keyword(s):  
Bridging Faults ◽  
Test Compaction ◽  
Memory Reduction

Static test compaction for IDDQ testing of bridging faults in sequential circuits

2000 ◽  
Vol 31 (11) ◽  
pp. 41-50
Author(s):  
Yoshinobu Higami ◽  
Kewal K. Saluja ◽  
Yuzo Takamatsu ◽  
Kozo Kinoshita
Keyword(s):  
Sequential Circuits ◽  
Bridging Faults ◽  
Iddq Testing ◽  
Static Test ◽  
Test Compaction

Modelling and analysis of bridging faults in emitter-coupled logic (ECL) circuits

1993 ◽  
Vol 140 (4) ◽  
pp. 220-226 ◽  
Author(s):  
S.M. Menon ◽  
A.P. Jayasumana ◽  
Y.K. Malaiya ◽  
D.R. Clinkinbeard
Keyword(s):  
Bridging Faults

Mechanics Properties of the Lime-Fly Ash Stabilized Soil for Pavement Structures

2012 ◽  
Vol 594-597 ◽  
pp. 1445-1448
Author(s):  
Tao Cheng ◽  
Ke Qin Yan
Keyword(s):  
Fly Ash ◽  
Unconfined Compressive Strength ◽  
Flexible Pavement ◽  
Rigid Pavement ◽  
Test Compaction ◽  
Mix Proportion ◽  
Stabilized Soil ◽  
Pavement Structures ◽  
Optimum Water ◽  
Water Contents

Mechanics properties of lime- fly ash stabilized soil are investigated. First, the chemical composition of fly ash are analyzed by spectral analysis test. Compaction experiments of all mix proportion projects are carried out in different water conditions to obtain the optimum water contents. Then the optimum mix proportion is obtained by the unconfined compressive strength and the compression rebound modulus test. Finally, the pavement structures design for a highway of lime- fly ash stabilized soil road sub-base is done. By the comparison, a conclusion can be drawn that lime-fly ash stabilized soil is suitable for flexible pavement or semi-rigid pavement because of its good strength and rigidity which can effectively reduce thickness of the lower pavement and basic deflection.

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