Electrical structure of a Qinghai–Tibet Plateau thunderstorm based on three-dimensional lightning mapping

2013 ◽  
Vol 134 ◽  
pp. 137-149 ◽  
Author(s):  
Yajun Li ◽  
Guangshu Zhang ◽  
Jun Wen ◽  
Daohong Wang ◽  
Yanhui Wang ◽  
...  
2019 ◽  
Vol 23 (4) ◽  
pp. 283-291
Author(s):  
Dejie Deng ◽  
Changliu Wang ◽  
Peihao Peng

Based on field geological survey and stratigraphic profile survey in the eastern margin of the Qinghai-Tibet Plateau, the basic characteristics and evolution of geological structure in the eastern margin of the Qinghai-Tibet Plateau are studied. The Dongyuan area of the Qinghai-Tibet Plateau is divided into the late Cenozoic period and the current period. During the Late Cenozoic, the Pliocene Xigeda lacustrine deposits develops from 4.2 MaBP to 2.6 MaBP, with 9 cold-warm climate change stages. There are 4.3 MaBP old glacial period in this area, and 5 extreme paleoclimate events in Quaternary. At present, the horizontal movement intensity and mode of different tectonic zones are determined by the northward extrusion, eastward extrusion and rotation around the eastern tectonic junction in the study area, and the stages of the movement state changing with time are related to the gestation and occurrence of extra-large earthquakes. At present, the three-dimensional crustal movement shows that the tectonic activity differentiation of mountain and basin, which is related to tectonic dynamic environment and deep material activity, is related to the compression, shortening and uplift of plateau mountain and the extension and subsidence of basin, reflecting the inheritance of neotectonic activity. Through practical analysis, it is found that the eastern margin of the Qinghai-Tibet Plateau is composed of Minshan fault block and Longmenshan structural belt. The left-lateral dislocation of Minjiang fault is roughly the same as the vertical dislocation. In Longmenshan tectonic belt, the right-lateral dislocation of Maowen-Wenchuan fault, Beichuan-Yingxiu fault and other main faults is the same as the vertical dislocation.


2005 ◽  
Vol 48 (1) ◽  
pp. 92-100 ◽  
Author(s):  
Jin-Ren ZHAO ◽  
Song-Lin LI ◽  
Xian-Kang ZHANG ◽  
Zhou-Xin YANG ◽  
Cheng-Ke ZHANG ◽  
...  

CATENA ◽  
2016 ◽  
Vol 147 ◽  
pp. 463-468 ◽  
Author(s):  
Lin Hu ◽  
Yongti Shan ◽  
Ruihua Chen ◽  
Wen Guo ◽  
Qi Wang ◽  
...  

2005 ◽  
Vol 48 (3) ◽  
pp. 761-770 ◽  
Author(s):  
Xiao-Bing MA ◽  
Xiang-Ru KONG ◽  
Hong-Bing LIU ◽  
Yong-Li YAN

2021 ◽  
Vol 2021 ◽  
pp. 1-18
Author(s):  
Huiqing Wang ◽  
Chengxuan Tan ◽  
Chengjun Feng ◽  
Peng Zhang ◽  
Bangshen Qi ◽  
...  

In China, rockburst disaster occurs mostly in construction of underground engineering in Qinghai-Tibet Plateau and its adjacent region. Previous research on deep-buried tunnels has indicated that tunnels stability is related to in situ stress state. To quantify these relationships, three-dimensional finite element modeling was done to analyze the influences that the angle φ between the maximum horizontal principal stress orientation and tunnel axis, and the lateral pressure coefficient KH, had on the tangential stress σ θ in a deep-buried-curved tunnel. Based on the in situ stress condition in Qinghai-Tibet Plateau and its adjacent region, 50 different simulation conditions were used to analyze the relationship that φ and KH had on σ θ for the rock mass surrounding the tunnel. With the simulation data produced, predictive equations were generated for σ θ as a function of φ and KH using multivariate regression analysis. These equations help estimate σ θ at various key positons along the tunnel boundary at Qinghai-Tibet plateau and its adjacent region. The equations were then proved by a set of typical tunnels to ensure validity. The results concluded that the change in φ has a significant impact on σ θ , and thus, the stability of the tunnel, when 30° < φ < 60°, with the most obvious influence being when φ is about 45°. With the equations, the rockburst potential at a certain location within a curved tunnel can be quickly estimated by calculating φ and KH on σ θ , without need of geo-stress background knowledge and heavy simulation, allowing for the practical value in engineering at design phase for the projects in Qinghai-Tibet Plateau and its adjacent region.


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