Characteristics of Flow Failures Triggered by Recent Earthquakes in China

2014 ◽  
Vol 44 (2) ◽  
pp. 218-224 ◽  
Author(s):  
Yu Huang ◽  
Miao Yu ◽  
Subhamoy Bhattacharya
Nature ◽  
1933 ◽  
Vol 132 (3336) ◽  
pp. 543-543

2015 ◽  
Vol 724 ◽  
pp. 358-361
Author(s):  
Da Wei Lu ◽  
Zhi Bo Yang

Strong earthquake motion observations have gathered much useful data for the seismic-resistant design of civil engineering structures, and for developing earthquake prevention technology. The performance of Chinese strong motion network has been evaluated from recent earthquakes in Chinese Mainland. To follow the new requirement of the earthquake mitigation plan, some new practice of strong motion observations are described, including rapid urban ShakeMap, earthquake early warning system.


2020 ◽  
Vol 3 (2) ◽  
pp. 781-790
Author(s):  
M. Rizwan Akram ◽  
Ali Yesilyurt ◽  
A.Can. Zulfikar ◽  
F. Göktepe

Research on buried gas pipelines (BGPs) has taken an important consideration due to their failures in recent earthquakes. In permanent ground deformation (PGD) hazards, seismic faults are considered as one of the major causes of BGPs failure due to accumulation of impermissible tensile strains. In current research, four steel pipes such as X-42, X-52, X-60, and X-70 grades crossing through strike-slip, normal and reverse seismic faults have been investigated. Firstly, failure of BGPs due to change in soil-pipe parameters have been analyzed. Later, effects of seismic fault parameters such as change in dip angle and angle between pipe and fault plane are evaluated. Additionally, effects due to changing pipe class levels are also examined. The results of current study reveal that BGPs can resist until earthquake moment magnitude of 7.0 but fails above this limit under the assumed geotechnical properties of current study. In addition, strike-slip fault can trigger early damage in BGPs than normal and reverse faults. In the last stage, an early warning system is proposed based on the current procedure. 


1874 ◽  
Vol s3-7 (40) ◽  
pp. 384-387
Author(s):  
C. G. Rockwood
Keyword(s):  

Author(s):  
Gopal S. P. Madabhushi ◽  
Samy Garcia-Torres

AbstractSoil liquefaction can cause excessive damage to structures as witnessed in many recent earthquakes. The damage to small/medium-sized buildings can lead to excessive death toll and economic losses due to the sheer number of such buildings. Economic and sustainable methods to mitigate liquefaction damage to such buildings are therefore required. In this paper, the use of rubble brick as a material to construct earthquake drains is proposed. The efficacy of these drains to mitigate liquefaction effects was investigated, for the first time to include the effects of the foundations of a structure by using dynamic centrifuge testing. It will be shown that performance of the foundation in terms of its settlement was improved by the rubble brick drains by directly comparing them to the foundation on unimproved, liquefiable ground. The dynamic response in terms of horizontal accelerations and rotations will be compared. The dynamic centrifuge tests also yielded valuable information with regard to the excess pore pressure variation below the foundations both spatially and temporally. Differences of excess pore pressures between the improved and unimproved ground will be compared. Finally, a simplified 3D finite element analysis will be introduced that will be shown to satisfactorily capture the settlement characteristics of the foundation located on liquefiable soil with earthquake drains.


2002 ◽  
Vol 19 (2) ◽  
pp. 99S-111S
Author(s):  
Vassilis LEKIDIS ◽  
Petros DIMITRIU

Nature ◽  
1887 ◽  
Vol 37 (948) ◽  
pp. 201-201
Author(s):  
TH. THORODDSEN
Keyword(s):  

Nature ◽  
1891 ◽  
Vol 44 (1135) ◽  
pp. 293-293
Author(s):  
J. P. O'REILLY
Keyword(s):  

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