Morpho-Sedimentary evidence of the Huoshan Fault’s late Cenozoic right-lateral movement in the Linfen Graben, Shanxi Graben System, North China

2010 ◽  
Vol 4 (3) ◽  
pp. 311-319 ◽  
Author(s):  
Xiaomeng Hu ◽  
Lili Wang ◽  
Jiao Zhe ◽  
Hailong Lu
2020 ◽  
Vol 55 (11) ◽  
pp. 7415-7428 ◽  
Author(s):  
Jiyuan Yan ◽  
Jianmin Hu ◽  
Wangbin Gong ◽  
Xiaobo Liu ◽  
Yanguang Yin ◽  
...  

2020 ◽  
Vol 57 (10) ◽  
pp. 1180-1192
Author(s):  
Zhen Zhang ◽  
Rihui Cheng ◽  
Yanjie Shen ◽  
Liaoliang Wang ◽  
Xiaoqiang Hu ◽  
...  

The Lower Cretaceous of the eastern depression in the North Yellow Sea Basin is a set of residual strata that can be divided into K1sq1 and K1sq2 sequences. There are four lithology–lithofacies architectures summarized in the third-order sequences of wells W5, W3, W1, W9, W16, W7, W8, and W10, and they are the coarse–fine–coarse, asymmetric coarse–fine, asymmetric fine–coarse, and interbedded coarse and fine. F1, F4, F6, and F7, which are strike-slip faults, were dominant during the Early Cretaceous, and controlled the eastern depression to undergo right-lateral movement from transtension to transpression. The tectonic movement controlled different stratigraphic structure in different areas, and the fan bodies deposited along the basin margin and progradated into the basin center. The sequence models under extensional and strike-slip setting were established respectively. The transtension–transpression movement controlled the development of the sandstones in the Lower Cretaceous and improved the quality of the reservoir rocks.


Lithosphere ◽  
2018 ◽  
Vol 10 (4) ◽  
pp. 530-544 ◽  
Author(s):  
Jianguo Xiong ◽  
Youli Li ◽  
Wenjun Zheng ◽  
Peizhen Zhang ◽  
Jinghao Lei ◽  
...  

2010 ◽  
Vol 84 (1) ◽  
pp. 230-239 ◽  
Author(s):  
Zhonghai WU ◽  
Xitao ZHAO ◽  
Yinsheng MA ◽  
Xun ZHAO ◽  
Ting ZHAO ◽  
...  

Geomorphology ◽  
2017 ◽  
Vol 283 ◽  
pp. 17-31 ◽  
Author(s):  
Jianguo Xiong ◽  
Youli Li ◽  
Yuezhi Zhong ◽  
Supei Si ◽  
Jinghao Lei ◽  
...  

2020 ◽  
Vol 78 ◽  
pp. 156-171 ◽  
Author(s):  
Hyun-Ok Choi ◽  
Sung Hi Choi ◽  
Youn Soo Lee ◽  
Jong-Sik Ryu ◽  
Der-Chuen Lee ◽  
...  

2005 ◽  
Vol 111 (11) ◽  
pp. XXII
Author(s):  
Youbin Sun ◽  
Xiaoke Qiang ◽  
Ryuji Tada

2021 ◽  
Vol 2021 ◽  
pp. 1-11
Author(s):  
Yonggang Zhang ◽  
Yonghong Wang ◽  
Yuanyuan Zhao

Geological conditions of urban subway foundation pits are controllable factors in determining the deformation of pits. In this paper, the monitoring data and statistical data of a subway deep foundation pit in North China are presented and compared with those of Tianjin subway. The deformation characteristics of the proposed pit, open excavated with triple-layer steel supports, are introduced in detail. Based on the aforementioned information, the energy conservation equation of the mobilized strength design (MSD) method in which the compression deformation energy of internal support is considered is applied to predict the maximum lateral movement. The maximum lateral movement turns out to be 22.2 mm according to the improved MSD method, which is very close to the measured value.


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