Dynamic load modeling in large scale stability studies

1988 ◽  
Vol 3 (3) ◽  
pp. 1039-1045 ◽  
Author(s):  
E. Vaahedi ◽  
H.M.Z. El-Din ◽  
W.W. Price
Keyword(s):  
Dynamic Load ◽  
Large Scale ◽  
Stability Studies ◽  
Load Modeling

Dynamic load modeling in Taipower system stability studies

1995 ◽  
Vol 10 (2) ◽  
pp. 907-914 ◽  
Author(s):  
Wen-Shiow Kao ◽  
Chiang-Tsang Huang ◽  
Chiew-Yann Chiou
Keyword(s):  
Dynamic Load ◽  
System Stability ◽  
Stability Studies ◽  
Load Modeling

scholarly journals Dynamic load modeling of some low voltage devices

2009 ◽  
Vol 22 (1) ◽  
pp. 61-70 ◽  
Author(s):  
Lidija Korunovic ◽  
Dobrivoje Stojanovic
Keyword(s):  
Induction Motor ◽  
Dynamic Load ◽  
Low Voltage ◽  
Supply Voltage ◽  
Incandescent Lamp ◽  
Mercury Lamp ◽  
Load Modeling ◽  
Load Model ◽  
Fluorescent Lamps

This paper presents the results of dynamic load modeling for some frequently used low voltage devices. The modeling of long-term dynamics is performed on the basis of step changes of supply voltage of the heater, incandescent lamp, mercury lamp, fluorescent lamps, refrigerator, TV set and induction motor. Parameters of dynamic exponential load model of these load devices are identified, analyzed and mutually compared.

scholarly journals Stiffness and Strength Improvement of Geosynthetic-Reinforced Pavement Foundation Using Large-Scale Wheel Test

2020 ◽  
Vol 5 (4) ◽  
pp. 33
Author(s):  
Jason Wright ◽  
S. Sonny Kim ◽  
Bumjoo Kim
Keyword(s):  
Stress Response ◽  
Dynamic Load ◽  
Large Scale ◽  
Material Behavior ◽  
Traffic Conditions ◽  
Load Tests ◽  
Wheel Loading ◽  
Pavement Layers ◽  
Rolling Wheel ◽  
Pavement Foundation

Laboratory cyclic plate load tests are commonly used in the assessment of geosynthetic performance in pavement applications due to the repeatability of testing results and the smaller required testing areas than traditional Accelerated Pavement Testing facilities. While the objective of traditional plate load testing procedure is to closely replicate traffic conditions, the reality is that rolling wheel loads produce different stresses in pavement layers than traditional cyclic plate load tests. This two-fold study investigates the differences between the stress response of subgrade soil from a rolling wheel load (replicating rolling traffic conditions) and a unidirectional dynamic load (replicating traditional plate load test procedures) in order to obtain a more realistic stress response of pavement layers from rolling wheel traffic. Ultimately, results show that the testing specimens that experienced rolling wheel loading had an average of 17% higher pressure measurements in the top of the subgrade than vertically loaded (unidirectional dynamic load) specimens. The second segment of this study is used in conjunction with the first to analyze aggregate base material behavior when using a geosynthetic for reinforcement. The study aimed to determine the difference in the post-trafficked strength and stiffness of pavement foundation. A Dynamic Cone Penetrometer and Light Weight Deflectometer were utilized to determine material changes from this trafficking and revealed that all specimens that included a geosynthetic had a higher base stiffness and strength while the specimen with geotextile and geogrid in combination created the highest stiffness and strength after large-scale rolling wheel trafficking.

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