Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study

2021 ◽  
Author(s):  
Nurhan Ecemis ◽  
Hadi Valizadeh ◽  
Mustafa Karaman
Keyword(s):  
Shaking Table ◽  
Rubber Mixture ◽  
Buried Pipes

scholarly journals Numerical Modelling of Underground Water Pipelines exposed to Seismic Loading

2022 ◽  
Vol 9 (2) ◽  
pp. 34-44
Author(s):  
Dhuha F. Yousife ◽  
Asad H. Aldefae ◽  
Salah L. Zubaidi ◽  
Alaa N. Aldelfee
Keyword(s):  
Numerical Simulation ◽  
Seismic Performance ◽  
Accurate Method ◽  
Shaking Table ◽  
Single Frequency ◽  
Design Stage ◽  
Buried Pipe ◽  
Seismic Behaviour ◽  
Buried Pipes ◽  
Pipe Model

The essential factor that must get the interest by the engineers during the primary design stage of underground pipes is understanding mechanism of damage during earthquakes. The attention during design period increased due to the increment of seismic catastrophes throughout the few past decades. Therefore, finite element procedure was used for studying the seismic performance of buried pipes. PLAXIS-2D program was using for simulating the seismic performance of buried pipes using earthquake motion of single frequency. The response of both seismic vertical displacement, and acceleration of the buried pipe were simulated. The experiments of shaking table for two models of buried pipe in dry case that surrounded with sand and gravel were compared with numerical simulation results. According to the obtained results, the amplification of seismic wave raised considerably from the buried pipe base to the pipe crown, the biggest amplification occurred in the highest point of the pipe model. It can be noticed that Plaxis-2D software provides an accurate method for the prediction of seismic behaviour of buried pipe due to the obvious compatibility between the results of experiments and numerical simulation.

Effect of Geocell Reinforcement above Buried Pipes on Surface Settlement

2018 ◽  
Vol 9 (2) ◽  
pp. 86 ◽  
Author(s):  
Mohammed Yousif Fattah ◽  
Waqed Hameed Hassan ◽  
Sajjad E. Rasheed
Keyword(s):  
Surface Settlement ◽  
Buried Pipes ◽  
Geocell Reinforcement

FRACTURE OF BEAM-TO-COLUMN CONNECTIONS SIMULATED BY FULL-SCALE SHAKING TABLE TEST AND EVALUATION OF DEFORMATION CAPACITY

2002 ◽  
Vol 67 (560) ◽  
pp. 181-188 ◽  
Author(s):  
Yuka MATSUMOTO ◽  
Satoshi YAMADA ◽  
Ken OKADA ◽  
Masatoshi IDE ◽  
Toru TAKEUCHI ◽  
...  
Keyword(s):  
Shaking Table Test ◽  
Full Scale ◽  
Shaking Table ◽  
Deformation Capacity ◽  
Test And Evaluation

The influence of oxidized technical carbon N121 on the properties of butyl-based rubbers

2019 ◽  
pp. 123-128
Author(s):  
M. N. Nagornaya ◽  
A. V. Myshliavtsev ◽  
S. Ya. Khodakova
Keyword(s):  
Hydrogen Peroxide ◽  
Carbon Black ◽  
Gas Permeability ◽  
Mechanical Tests ◽  
Butyl Rubber ◽  
Rubber Mixture ◽  
Active Forms Of Oxygen ◽  
Technical Carbon ◽  
Furnace Black ◽  
The Subject

The subject of the study were samples of channel technical carbon K354, furnace technical carbon N121 and experimental – based on TUN121, oxidized with active forms of oxygen. Samples of carbon black were studied in the composition of a rubber mixture based on BK 1675N butyl rubber. The purpose of this study was to determine the possibility of using oxidized technical carbon N121 in fillers of rubber based on butyl rubber, instead of carbon black K354. The physicochemical properties of the samples of technical carbon under study, the results of physical and mechanical tests, and the gas permeability tests of rubber mixtures filled with the samples under study are presented. A conclusion is made about the possibility of replacing channel technical carbon K354 with furnace black carbon N121 oxidized with 30% hydrogen peroxide.

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