Citation: | Yu Yuting, Gui Lei, Zhu Xinghua, Han Youming. Deformation characteristics of building foundation under different action modes of landslide[J]. Bulletin of Geological Science and Technology, 2021, 40(6): 236-245. doi: 10.19509/j.cnki.dzkq.2021.0623 |
[1] |
Matteo D S, Diego D M, Silvia B, et al. Assessment of landslide-induced damage to structures: The agnone landslide case study (Southern Italy)[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(4): 2387-2408. doi: 10.1007/s10064-018-1303-9
|
[2] |
Li G R, Lei Y L, Yao H J, et al. The influence of land urbanization on landslides: An empirical estimation based on Chinese provincial panel data[J]. Science of the Total Environment, 2017, 595: 681-690. doi: 10.1016/j.scitotenv.2017.03.258
|
[3] |
Xu D D, Peng L, Liu S Q, et al. Influences of risk perception and sense of place on landslide disaster preparedness in southwestern China[J]. International Journal of Disaster Risk Science, 2018, 9(2): 167-180. doi: 10.1007/s13753-018-0170-0
|
[4] |
黄发明, 陈佳武, 唐志鹏, 等. 不同空间分辨率和训练测试集比例下的滑坡易发性预测不确定性[J]. 岩石力学与工程学报, 2021, 40(6): 1155-1169. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202106008.htm
Huang F M, Chen J W, Tang Z P, et al. Uncertainty of landslide susceptibility prediction with different spatial resolutions and training test set ratios[J]. Journal of Rock Mechanics and Engineering, 2021, 40(6): 1155-1169 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202106008.htm
|
[5] |
Luigi B, Gianfranco N, Settimio F, et al. Geology, slow-moving landslides, and damages to buildings in the Verbicaro area (north-western Calabria region, southern Italy)[J]. Journal of Maps, 2018, 14(2): 32-44. doi: 10.1080/17445647.2018.1425164
|
[6] |
杨永刚, 殷坤龙, 赵海燕, 等. 基于C5.0决策树-快速聚类模型的万州区库岸段乡镇滑坡易发性区划[J]. 地质科技情报, 2019, 38(6): 189-197. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906023.htm
Yang Y G, Yin K L, Zhao H Y, et al. Landslide susceptibility zoning of townships in the reservoir bank section of Wanzhou District based on C5.0 decision tree-fast clustering model[J]. Geological Science and Technology Information, 2019, 38(6): 189-197 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906023.htm
|
[7] |
覃瀚萱, 桂蕾, 余玉婷, 等. 基于滑坡灾害预警分级的应急处置措施[J]. 地质科技通报, 2021, 40(4): 187-195. doi: 10.19509/j.cnki.dzkq.2021.0412
Qin H X, Gui L, Yu Y T, et al. Emergency disposal measures based on landslide hazard warning classification[J]. Bulletin of Geological Science and Technology, 2021, 40(4): 187-195 (in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2021.0412
|
[8] |
张望喜, 段连蕊, 廖莎, 等. 基于ABAQUS的砌体结构动力弹塑性时程分析[J]. 建筑结构, 2016, 46(1): 64-70, 86. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201601011.htm
Zhang W X, Duan L R, Liao S, et al. ABAQUS-based dynamic elastoplastic time analysis of masonry structures[J]. Building Structure, 2016, 46(1): 64-70, 86(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201601011.htm
|
[9] |
Varum H, Costa A, Fonseca J, et al. Behaviour characterization and rehabilitation of adobe construction[J]. Procedia Engineering, 2015, 114: 714-721. doi: 10.1016/j.proeng.2015.08.015
|
[10] |
郑妮娜, 李英民, 潘毅. 心柱式构造柱约束的低层砌体结构抗震性能[J]. 西南交通大学学报, 2011, 46(1): 24-29, 55. doi: 10.3969/j.issn.0258-2724.2011.01.004
Zheng N N, Li Y M, Pan Y. Seismic performance of low-rise masonry structures restrained by core-column type structural columns[J]. Journal of Southwest Jiaotong University, 2011, 46(1): 24-29, 55(in Chinese with English abstract). doi: 10.3969/j.issn.0258-2724.2011.01.004
|
[11] |
Papathoma-Kohle M, Gems B, Sturm M, et al. Matrices, curves and indicators: A review of approaches to assess physical vulnerability to debris flows[J]. Earth-Science Reviews, 2017, 171: 272-288. doi: 10.1016/j.earscirev.2017.06.007
|
[12] |
陈伟涛, 和海霞, 杨思全, 等. 重大自然灾害房屋倒塌程度高分辨率遥感识别方法: 以舟曲特大泥石流灾害为例[J]. 地质科技情报, 2014, 33(6): 197-202. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201406029.htm
Chen W T, He H X, Yang S Q, et al. A high-resolution remote sensing identification method for house collapse degree of major natural disasters: An example of Zhouqu mudslide disaster[J]. Geological Science and Technology Information, 2014, 33(6): 197-202(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201406029.htm
|
[13] |
吴越, 刘东升, 李明军. 滑体下滑及冲击受灾体过程中的能耗规律模型试验[J]. 岩石力学与工程学报, 2011, 30(4): 693-701. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201104008.htm
Wu Y, Liu D S, Li M J. Modeling the energy consumption law during slide slide and impact impact[J]. Journal of Rock Mechanics and Engineering, 2011, 30(4): 693-701(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201104008.htm
|
[14] |
吴越, 刘东升, 张小飞, 等. 滑坡灾害易损性定量评估模型应用与比较[J]. 地下空间与工程学报, 2012, 8(5): 916-921. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201205004.htm
Wu Y, Liu D S, Zhang X F, et al. Application and comparison of quantitative assessment models for landslide hazard vulnerability[J]. Journal of Underground Space and Engineering, 2012, 8(5): 916-921(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201205004.htm
|
[15] |
Luo H Y, Zhang L L, Zhang L M. Progressive failure of buildings under landslide impact[J]. Landslides, 2019, 16(7): 1327-1340. doi: 10.1007/s10346-019-01164-0
|
[16] |
Chen Q, Chen L X, Gui L, et al. Assessment of the physical vulnerability of buildings affected by slow-moving landslides[J]. Natural Hazards and Earth System Sciences, 2020, 20(9): 2547-2565. doi: 10.5194/nhess-20-2547-2020
|
[17] |
Kappes M S, Papathoma-Köhle M, Keiler M. Assessing physical vulnerability for multi-hazards using an indicator-based methodology[J]. Applied Geography, 2012, 32(2): 577-590. doi: 10.1016/j.apgeog.2011.07.002
|
[18] |
Peduto D, Ferlisi S, Nicodemo G, et al. Empirical fragility and vulnerability curves for buildings exposed to slow-moving landslides at medium and large scales[J]. Landslides, 2017, 14(6): 1993-2007. doi: 10.1007/s10346-017-0826-7
|
[19] |
Aditi S D P, Kanungo S P. A modified approach for semi-quantitative estimation of physical vulnerability of buildings exposed to different landslide intensity scenarios[J]. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2019, 13(1): 66-81. doi: 10.1080/17499518.2018.1501076
|
[20] |
Fotopoulou S D, Pitilakis K D. Vulnerability assessment of reinforced concrete buildings subjected to seismically triggered slow-moving earth slides[J]. Landslides, 2013, 10(5): 563-582. doi: 10.1007/s10346-012-0345-5
|
[21] |
Negulescu C, Foerster E. Parametric studies and quantitative assessment of the vulnerability of a RC frame building exposed to differential settlements[J]. Natural Hazards and Earth System Science, 2010, 10(9): 1781-1792. doi: 10.5194/nhess-10-1781-2010
|
[22] |
秦杰, 朱炯, 黄达海, 等. 砌体房屋受地表变形的有限元分析[J]. 工业建筑, 2002, 32(5): 41-44. doi: 10.3321/j.issn:1000-8993.2002.05.012
Qin J, Zhu J, Huang D H, et al. Finite element analysis of masonry houses subjected to ground deformation[J]. Industrial Building, 2002, 32(5): 41-44(in Chinese with English abstract). doi: 10.3321/j.issn:1000-8993.2002.05.012
|
[23] |
梁为民, 李想, 乔俊凤. 受采动曲率变形影响的地基对建筑物基础的力学作用[J]. 矿业研究与开发, 2012, 32(4): 93-96, 104. https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK201204030.htm
Liang W M, Li X, Qiao J F. Mechanical effect of foundation on building foundation affected by mining curvature deformation[J]. Mining Research and Development, 2012, 32(4): 93-96, 104(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-KYYK201204030.htm
|
[24] |
由丽雯, 刘文生. 考虑附加应力的采动沉陷区建筑物设计[J]. 辽宁科技大学学报, 2011, 34(3): 264-270. doi: 10.3969/j.issn.1674-1048.2011.03.010
You L W, Liu W S. Design of buildings in mining subsidence areas considering additional stresses[J]. Journal of Liaoning University of Science and Technology, 2011, 34(3): 264-270(in Chinese with English abstract). doi: 10.3969/j.issn.1674-1048.2011.03.010
|
[25] |
吴一川. 采动区新建抗变形房屋基础圈梁的设计问题[J]. 矿山测量, 1987(4): 39-44, 63. https://www.cnki.com.cn/Article/CJFDTOTAL-KSCL198704009.htm
Wu Y C. Design of foundation ring beams for new deformation-resistant houses in mining areas[J]. Mine Survey, 1987(4): 39-44, 63(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-KSCL198704009.htm
|
[26] |
曹文贵, 袁青松, 胡卫东. 临坡矩形浅基础地基极限承载力的上限分析[J]. 湖南大学学报: 自然科学版, 2016, 43(11): 86-94. doi: 10.3969/j.issn.1674-2974.2016.11.013
Cao W G, Yuan Q S, Hu W D. Upper limit analysis of ultimate bearing capacity of slope facing rectangular shallow foundation foundation[J]. Journal of Hunan University : Natural Science Edition, 2016, 43(11): 86-94 (in Chinese with English abstract). doi: 10.3969/j.issn.1674-2974.2016.11.013
|
[27] |
梁海洋. 西安地裂缝调查: 对房屋条形基础破坏机理研究[D]. 西安: 西安工业大学, 2017.
Liang H Y. Investigation of ground cracks in Xi'an: Study on the damage mechanism of house strip foundation[D]. Xi'an: Xi'an University of Technology, 2017(in Chinese with English abstract).
|
[28] |
王腾飞, 李远耀, 曹颖, 等. 降雨型浅层土质滑坡非饱和土-水作用特征试验研究[J]. 地质科技情报, 2019, 38(6): 181-188. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906022.htm
Wang T F, Li Y Y, Cao Y, et al. Experimental study on unsaturated soil-water interaction characteristics of rainfall-type shallow soil landslide[J]. Geological Science and Technology Information, 2019, 38(6): 181-188 (in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906022.htm
|