| Citation: |
PEI Pengcheng，HUANG Shuai，YUAN Jing，et al. Deformation and failure mechanism of overlying soil lavers under strike-slip fault action[J]. The Chinese Journal of Geological Hazard and Control，2024，35(6): 115-127. DOI: 10.16031/j.cnki.issn.1003-8035.202306029
|
With the advancement of the western development, engineering projects inevitably need to traverse fault zones. However, fault zones are typically characterized by frequent seismic activities and rock layer dislocations, which bring certain challenges to both construction and resource development. To explore the sensitivity factors affecting the sensitivity of cross-fault engineering structures, this study investigates the effects of different bedrock dislocation amouts, bedrock dislocation rates, fault-crossing angles, different types of soil at the site, and varying soil thicknesses on the deformation, failure, and vertical stress mechanisms of overlying soil layers. The results show that bedrock dislocation can lead to stress concentration, fractures, sliding, and other destructive phenomena in overlying soil layers. These damages may cause soil displacement, potentially triggering geological hazards such as landslides, ground slides, and ground deformations. This poses a high risk of damage and destruction of the underground pipelines, roads, bridges, and other engineering facilities. This paper focuses on issues such as ground settlement deformation and collapse caused by rock dislocation, revealing that with an increase in rock dislocation amount, different types of soil at the site exhibit varying degrees of increase in settlement displacement and vertical stress on the overlying soil layer. For example, with the bedrock dislocation amount of 2 m compared to 0.4 m in hard soil, settlement deformation and vertical stress increase by around five times. In addition, it was found that selecting a 90° angle for fault crossing can reduce settlement deformations and stresses. The study aims to reveal the deformation damage of the overlying soil layer, providing technical support for the inevitable deformation of cross-fault engineering structures as well as the reinforcement against shear damage.
| [1] |
HUANG Shuai,LYU Yuejun,SHA Haijun,et al. Seismic performance assessment of unsaturated soil slope in different groundwater levels[J]. Landslides,2021,18(8):2813 − 2833. DOI: 10.1007/s10346-021-01674-w
|
| [2] |
HUANG Shuai,LYU Yuejun,PENG Yanju,et al. Analysis of factors influencing rockfall runout distance and prediction model based on an improved KNN algorithm[J]. IEEE Access,2019,7:66739 − 66752. DOI: 10.1109/ACCESS.2019.2917868
|
| [3] |
韩征,方振雄,傅邦杰,等. 同震崩塌滑坡的光学遥感影像多特征融合解译方法[J]. 中国地质灾害与防治学报,2022,33(6):103 − 113. [HAN Zheng,FANG Zhenxiong,FU Bangjie,et al. Multi-feature fusion interpretation method of optical remote sensing image for coseismic collapse and landslide[J]. The Chinese Journal of Geological Hazard and Control,2022,33(6):103 − 113. (in Chinese with English abstract)] DOI: 10.16031/j.cnki.issn.1003-8035.202111008
HAN Zheng, FANG Zhenxiong, FU Bangjie, et al. Multi-feature fusion interpretation method of optical remote sensing image for coseismic collapse and landslide［J］. The Chinese Journal of Geological Hazard and Control, 2022, 33（6）: 103 − 113. （in Chinese with English abstract） DOI: 10.16031/j.cnki.issn.1003-8035.202111008
|
| [4] |
黄帅,吕悦军,彭艳菊. 基于永久位移的边坡地震稳定性安全评价方法研究[J]. 土木工程学报,2016,49(增刊2):120 − 125. [HUANG Shuai,LYU Yuejun,PENG Yanju. Study on safety evaluation method of seismic stability of slope based on permanent displacement[J]. China Civil Engineering Journal,2016,49(Sup 2):120 − 125. (in Chinese with English abstract)]
HUANG Shuai, LYU Yuejun, PENG Yanju. Study on safety evaluation method of seismic stability of slope based on permanent displacement[J]. China Civil Engineering Journal, 2016, 49（Sup 2）: 120 − 125. （in Chinese with English abstract）
|
| [5] |
张鹏,王晓宇,唐雪梅,等. 横穿滑坡下X80管道极限滑坡位移分析[J]. 中国地质灾害与防治学报,2023,34(2):21 − 29. [ZHANG Peng,WANG Xiaoyu,TANG Xuemei,et al. Limit displacement of a landslide for an X80 buried pipeline crossing it[J]. The Chinese Journal of Geological Hazard and Control,2023,34(2):21 − 29. (in Chinese with English abstract)]
ZHANG Peng, WANG Xiaoyu, TANG Xuemei, et al. Limit displacement of a landslide for an X80 buried pipeline crossing it［J］. The Chinese Journal of Geological Hazard and Control, 2023, 34（2）: 21 − 29. （in Chinese with English abstract）
|
| [6] |
BRAY J D. Developing mitigation measures for the hazards associated with earthquake surface fault rupture. In:Proceedings of Workshop on Seismic Fault Induced Failures-Possible Remedies for Damage to Urban Facilities[D]. University of Tokyo,Japan,2001:55–79.
|
| [7] |
MOOSAVI S M,JAFARI M,KAMALIAN M,et al. Experimental investigation of reverse fault rupture-rigid shallow foundation interaction[J]. International Journal of Civil Engineering,2010,8:85 − 98.
|
| [8] |
白光顺,杨雪梅,朱杰勇,等. 基于证据权法的昆明五华区地质灾害易发性评价[J]. 中国地质灾害与防治学报,2022,33(5):128 − 138. [BAI Guangshun,YANG Xuemei,ZHU Jieyong,et al. Susceptibility assessment of geological hazards in Wuhua District of Kuming,China using the weight evidence method[J]. The Chinese Journal of Geological Hazard and Control,2022,33(5):128 − 138. (in Chinese with English abstract)]
BAI Guangshun, YANG Xuemei, ZHU Jieyong, et al. Susceptibility assessment of geological hazards in Wuhua District of Kuming, China using the weight evidence method［J］. The Chinese Journal of Geological Hazard and Control, 2022, 33（5）: 128 − 138. （in Chinese with English abstract）
|
| [9] |
BRAY J D,SEED R B,CLUFF L S,et al. Earthquake fault rupture propagation through soil[J]. Journal of Geotechnical Engineering,1994,120(3):543 − 561. DOI: 10.1061/(ASCE)0733-9410(1994)120:3(543)
|
| [10] |
OETTLE N K,BRAY J D. Fault rupture propagation through previously ruptured soil[J]. Journal of Geotechnical and Geoenvironmental Engineering,2013,139(10):1637 − 1647. DOI: 10.1061/(ASCE)GT.1943-5606.0000919
|
| [11] |
LIN Minglang,CHUNG C F,JENG F S,et al. The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels[J]. Engineering Geology,2007,92(3/4):110 − 132.
|
| [12] |
FACCIOLI E,ANASTASOPOULOS I,CALLERIO A,et al. Case histories of fault–foundation interaction[J]. Bulletin of Earthquake Engineering,2008,6(4):557 − 583. DOI: 10.1007/s10518-008-9089-y
|
| [13] |
LAZARTE C A,BRAY J D,JOHNSON A M,et al. Surface breakage of the 1992 Landers earthquake and its effects on structures[J]. Bulletin of the Seismological Society of America,1994,84(3):547 − 561. DOI: 10.1785/BSSA0840030547
|
| [14] |
蒋海昆,曲延军,李永莉,等. 中国大陆中强地震余震序列的部分统计特征[J]. 地球物理学报,2006,49(4):1110 − 1117. [JIANG Haikun,QU Yanjun,LI Yongli,et al. Some statistic features of aftershock sequences in Chinese mainland[J]. Chinese Journal of Geophysics,2006,49(4):1110 − 1117. (in Chinese with English abstract)]
JIANG Haikun, QU Yanjun, LI Yongli, et al. Some statistic features of aftershock sequences in Chinese mainland［J］. Chinese Journal of Geophysics, 2006, 49（4）: 1110 − 1117. （in Chinese with English abstract）
|
| [15] |
铁瑞,王俊,贾连军,等. 强震地震数据统计及其地表破裂特性研究[J]. 世界地震工程,2016,32(1):112 − 116. [TIE Rui,WANG Jun,JIA Lianjun,et al. Data statistics of strong-moderate earthquake and characteristics research of ground rupture[J]. World Earthquake Engineering,2016,32(1):112 − 116. (in Chinese with English abstract)]
TIE Rui, WANG Jun, JIA Lianjun, et al. Data statistics of strong-moderate earthquake and characteristics research of ground rupture［J］. World Earthquake Engineering, 2016, 32（1）: 112 − 116. （in Chinese with English abstract）
|
| [16] |
STONE K J L,WOOD D M. Effects of dilatancy and particle size observed in model tests on sand[J]. Soils and Foundations,1992,32(4):43 − 57. DOI: 10.3208/sandf1972.32.4_43
|
| [17] |
BRANSBY M F,DAVIES M C R,EL NAHAS A,et al. Centrifuge modelling of reverse fault-foundation interaction[J]. Bulletin of Earthquake Engineering,2008,6(4):607 − 628. DOI: 10.1007/s10518-008-9080-7
|
| [18] |
郭恩栋,冯启民,薄景山,等. 覆盖土层场地地震断裂实验[J]. 地震工程与工程振动,2001,21(3):145 − 149. [GUO Endong,FENG Qimin,BO Jingshan,et al. Seismic test of soil site rupture under fault displacements[J]. Earthquake Engineering and Engineering Vibration,2001,21(3):145 − 149. (in Chinese with English abstract)]
GUO Endong, FENG Qimin, BO Jingshan, et al. Seismic test of soil site rupture under fault displacements［J］. Earthquake Engineering and Engineering Vibration, 2001, 21（3）: 145 − 149. （in Chinese with English abstract）
|
| [19] |
刘守华,董津城,徐光明,等. 地下断裂对不同土质上覆土层的工程影响[J]. 岩石力学与工程学报,2005,24(11):1868 − 1874. [LIU Shouhua,DONG Jincheng,XU Guangming,et al. Influence on different overburden soils due to bedrock fracture[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(11):1868 − 1874. (in Chinese with English abstract)]
LIU Shouhua, DONG Jincheng, XU Guangming, et al. Influence on different overburden soils due to bedrock fracture［J］. Chinese Journal of Rock Mechanics and Engineering, 2005, 24（11）: 1868 − 1874. （in Chinese with English abstract）
|
| [20] |
BRAY J D,SEED R B,SEED H B. Analysis of earthquake fault rupture propagation through cohesive soil[J]. Journal of Geotechnical Engineering,1994,120(3):562 − 580. DOI: 10.1061/(ASCE)0733-9410(1994)120:3(562)
|
| [21] |
SCOTT R F,SCHOUSTRA J J. Nuclear power plant siting on deep alluvium[J]. Journal of the Geotechnical Engineering Division,1974,100(4):449 − 459. DOI: 10.1061/AJGEB6.0000037
|
| [22] |
H TANIYAMA,H WATANABE. Deformation of sandy deposits by fault movement[A]. Proc. 12th WCEE. 2000.
|
| [23] |
郭恩栋,邵广彪,薄景山,等. 覆盖土层场地地震断裂反应分析方法[J]. 地震工程与工程振动,2002,22(5):122 − 126. [GUO Endong,SHAO Guangbiao,BO Jingshan,et al. A method for earthquake rupture analysis of overlying soil site[J]. Earthquake Engineering and Engineering Vibration,2002,22(5):122 − 126. (in Chinese with English abstract)]
GUO Endong, SHAO Guangbiao, BO Jingshan, et al. A method for earthquake rupture analysis of overlying soil site［J］. Earthquake Engineering and Engineering Vibration, 2002, 22（5）: 122 − 126. （in Chinese with English abstract）
|
| [24] |
李红,邓志辉,陈连旺,等. 走滑断层地震地表破裂带分布影响因素数值模拟研究——以1973年炉霍MS7.6地震为例[J]. 地球物理学报,2019,62(8):2871 − 2884. [LI Hong,DENG Zhihui,CHEN Lianwang,et al. Simulation study on the influencing factors of surface rupture zone distribution of strike-slip fault:Take LuhuoMS7.6 earthquake in 1973 for example[J]. Chinese Journal of Geophysics,2019,62(8):2871 − 2884. (in Chinese with English abstract)]
LI Hong, DENG Zhihui, CHEN Lianwang, et al. Simulation study on the influencing factors of surface rupture zone distribution of strike-slip fault: Take LuhuoMS7.6 earthquake in 1973 for example［J］. Chinese Journal of Geophysics, 2019, 62（8）: 2871 − 2884. （in Chinese with English abstract）
|
| [25] |
朱秀星,仝兴华,薛世峰. 跨越断层的埋地管道抗震设计[J]. 油气储运,2009,28(10):30 − 33. [ZHU Xiuxing,TONG Xinghua,XUE Shifeng. Aseismic design for buried pipeline crossing fault[J]. Oil & Gas Storage and Transportation,2009,28(10):30 − 33. (in Chinese with English abstract)]
ZHU Xiuxing, TONG Xinghua, XUE Shifeng. Aseismic design for buried pipeline crossing fault［J］. Oil & Gas Storage and Transportation, 2009, 28（10）: 30 − 33. （in Chinese with English abstract）
|
| [26] |
屈宏录,刘德仁,孙英萍,等. 深厚黄土地基浸水湿陷变形及竖向土压力作用分析[J]. 水文地质工程地质,2022,49(4):157 − 164. [QU Honglu, LIU Deren, SUN Yingping, et al. Analysis of collapsible deformation and vertical soil pressure action of thick loess foundation[J]. Hydrogeology & Engineering Geology,2022,49(4):157 − 164. (in Chinese with English abstract)]
QU Honglu, LIU Deren, SUN Yingping, et al. Analysis of collapsible deformation and vertical soil pressure action of thick loess foundation［J］. Hydrogeology & Engineering Geology, 2022, 49（4）: 157 − 164. （in Chinese with English abstract）
|
| [27] |
边加敏. 多级荷载下弱膨胀土的膨胀变形特性试验研究[J]. 水文地质工程地质,2020,47(5):125 − 133. [BIAN Jiamin. An experimental study of expansion deformation characteristics of weak expansive soil under multi-stage load[J]. Hydrogeology & Engineering Geology,2020,47(5):125 − 133. (in Chinese with English abstract)]
BIAN Jiamin. An experimental study of expansion deformation characteristics of weak expansive soil under multi-stage load［J］. Hydrogeology & Engineering Geology, 2020, 47（5）: 125 − 133. （in Chinese with English abstract）
|
| [28] |
王伟,王兴,周勋,等. 砂卵石地层盾构区间地表沉降影响因素聚类分析[J]. 吉林大学学报(地球科学版),2024,54(1):219 − 230. [WANG Wei,WANG Xing,ZHOU Xun,et al. Cluster analysis of influencing factors of surface subsidence in shield interval of sandy gravel stratum[J]. Journal of Jilin University (Earth Science Edition),2024,54(1):219 − 230. (in Chinese with English abstract)]
WANG Wei, WANG Xing, ZHOU Xun, et al. Cluster analysis of influencing factors of surface subsidence in shield interval of sandy gravel stratum［J］. Journal of Jilin University （Earth Science Edition）, 2024, 54（1）: 219 − 230. （in Chinese with English abstract）
|
| [29] |
沈杰,徐浩,邓虎成,等. 复杂断裂区地应力场分布特征及扰动机制研究——以鄂尔多斯盆地定北地区上古生界为例[J/OL]. 中国地质,2023:1 − 19. (2023-10-10)[2023-11-24]. [SHEN Jie,XU Hao,DENG Hucheng,et al. Distribution characteristics and disturbance mechanism of geostress field in complex fault zone: a case study of Upper Paleozoic in Dingbei area of Ordos Basin[J/OL]. Geology in China,2023:1 − 19. (2023-10-10)[2023-11-24]. https://kns.cnki.net/kcms/detail/11.1167.P.20231009.1405.008.html. (in Chinese with English abstract)]
SHEN Jie, XU Hao, DENG Hucheng, et al. Distribution characteristics and disturbance mechanism of geostress field in complex fault zone: a case study of Upper Paleozoic in Dingbei area of Ordos Basin［J/OL］. Geology in China, 2023: 1 − 19. （2023-10-10）[2023-11-24]. https://kns.cnki.net/kcms/detail/11.1167.P.20231009.1405.008.html. (in Chinese with English abstract)
|
| [30] |
吕国森,章旭,张云辉,等. 川西鲜水河、安宁河和龙门山断裂带地热水的水文地球化学特征及成因模式的讨论[J]. 中国地质,2024,51(1):341 − 359. [LYU Guosen, ZHANG Xu, ZHANG Yunhui, et al. Discussion on hydrogeochemical characteristics and genetic model of geothermal waters in Xianshuihe, Anninghe and Longmenshan fault zones in western Sichuan, China[J]. Geology in China,2024,51(1):341 − 359. (in Chinese with English abstract)]
LYU Guosen, ZHANG Xu, ZHANG Yunhui, et al. Discussion on hydrogeochemical characteristics and genetic model of geothermal waters in Xianshuihe, Anninghe and Longmenshan fault zones in western Sichuan, China［J］. Geology in China, 2024, 51（1）: 341 − 359. （in Chinese with English abstract）
|
| [31] |
王清,吕作俊,姚萌,等. 崇明东滩吹填区黏性土层抗剪强度随时间变化特征及机理[J]. 吉林大学学报(地球科学版),2023,53(4):1163 − 1174. [WANG Qing, LYU Zuojun, YAO Meng, et al. Characteristics and mechanism of shear strength variation with time of cohesive soil layers in Chongming Dongtan reclamation area[J]. Journal of Jilin University (Earth Science Edition),2023,53(4):1163 − 1174. (in Chinese with English abstract)]
WANG Qing, LYU Zuojun, YAO Meng, et al. Characteristics and mechanism of shear strength variation with time of cohesive soil layers in Chongming Dongtan reclamation area［J］. Journal of Jilin University （Earth Science Edition）, 2023, 53（4）: 1163 − 1174. （in Chinese with English abstract）
|
Email alert
RSS
DownLoad: