帮助 关于我们

返回检索结果

基于空间插值技术的降雨型滑坡下垫面岩土体力学参数取值研究
Geotechnical mechanical parameters determination of prediction unit based spatial interpolation technique

查看参考文献32篇

王凯 1   张少杰 2   韦方强 3  
文摘 当前的区域滑坡预报单元内部岩土体力学参数取值基于随机取值方法,未能考虑不同岩性和风化程度对取值精度的影响。本文将岩土体力学参数视为区域化变量,提出一种按岩性边界进行克里金空间插值的取值方法。首先在不同岩性区域内部进行高密度且分布均匀的野外取样,通过室内液塑限、直剪试验获取每个样本点在塑限和液限状态下的力学参数。然后,对于不同岩性区域以岩性边界作为插值边界以考虑岩性差异的影响;同一岩性区域在高密度的采样点基础上,采用空间插值考虑风化程度的影响。克里金插值结果表明,本文所建议方法的相对误差能够满足预报单元取值精度要求,且对不同岩性边界附近的预报单元具有更高的取值精度。研究结果为预报单元的岩土体力学参数精细化取值提供新的思路。
其他语种文摘 Currently,soil mechanical parameters selection in the landslide prediction unit based on the random selection theory can not actually reflect the effect of different lithologies and rock weathering degrees. For this issue, we proposed a new soil mechanical parameter selection method based the kriging interpolation theory. In the proposed method,the soil mechanical parameters (here mainly refer to the cohesion force and friction angle) as regional variables and the different lithology boundaries is used as the interpolation boundaries. Firstly,we take high density and uniform soil samples in each lithology region. Direct shear tests are conducted on soil samples to get soil parameters under liquid and plastic limit respectively. Then,the proposed method uses the lithology boundaries as the interpolation boundaries in order to reflect the effect of lithologies. Within the same lithology region,the kriging method is used to simulate the effect of rock weathering degrees on the parameter variation. Study result indicates the proposed method shows higher interpolation precision compared with the conventional method,this means the lithologies has nonnegligible effect on the parameter selection,and the proposed method is more appropriate to reflect the geotechnical mechanical parameters variation near different lithologic boundaries. This study is expected to provide a new approach for the refinement of parameters in prediction unit.
来源 自然灾害学报 ,2019,28(5):207-219 【核心库】
DOI 10.13577/j.jnd.2019.0523
关键词 区域滑坡 ; 预报单元 ; 力学参数 ; 岩性边界 ; 空间插值
地址

1. 中原工学院建筑工程学院, 河南, 郑州, 450007  

2. 中国科学院成都山地灾害与环境研究所, 四川, 成都, 610041  

3. 中国科学院重庆绿色智能技术研究院, 重庆, 400714

语种 中文
文献类型 研究性论文
ISSN 1004-4574
学科 地质学;灾害及其防治;安全科学
基金 国家重点研发计划专项 ;  中国科学院科技服务网络计划 ;  重庆市国土局科技项目 ;  河南省高等学校重点科研项目
文献收藏号 CSCD:6612918

参考文献 共 32 共2页

1.  刘光旭. 中国滑坡灾害承灾体损失风险定量评估. 自然灾害学报,2014,23(2):39-46 被引 15    
2.  蒋德明. 泸水县滑坡孕灾环境因素敏感性研究. 自然灾害学报,2016,25(4):109-119 被引 17    
3.  张江伟. 滑坡灾害的成因机制及其特征分析. 自然灾害学报,2015,24(6):42-49 被引 33    
4.  高华喜. 基于GIS的滑坡灾害风险空间预测. 自然灾害学报,2011,20(1):31-36 被引 14    
5.  李环禹. 区域降雨型滑坡风险分析统计模型研究. 自然灾害学报,2018,27(4):103-111 被引 15    
6.  Wang K. A new slope unit extraction method for regional landslide analysis based on morphological image analysis. Bulletin of Engineering Geology and the Environment,2019,78(6):4139-4151 被引 7    
7.  Gu T. GIS and limit equilibrium in the assessment of regional slope stability and mapping of landslide susceptibility. Bulletin of Engineering Geology and the Environment,2015,74(4):1105-1115 被引 3    
8.  Apip. A distributed hydrological-geotechnical model using satellite-derived rainfall estimates for shallow landslide prediction system at a catchment scale. Landslides,2010,7(3):237-258 被引 8    
9.  Jia N. GIS deterministic model-based 3D large-scale artificial slope stability analysis along a highway using a new slope unit division method. Natural Hazards,2015,76(2):873-890 被引 4    
10.  Salciarini D. Modeling regional initiation of rainfall-induced shallow landslides in the eastern Umbria Region of central Italy. Landslides,2006,3(3):181-194 被引 12    
11.  Tsai T L. Modeling of rainfall-triggered shallow landslide. Environmental Geology,2006,50(4):525-534 被引 12    
12.  Park D W. Landslide and debris flow susceptibility zonation using TRIGRS for the 2011 Seoul landslide event. Natural Hazards and Earth System Sciences,2013,1(11):2547-2587 被引 8    
13.  Nery T D. Susceptibility to shallow landslides in a drainage basin in the Serra do Mar,Sao Paulo,Brazil,predicted using the SINMAP mathematical model. Bulletin of Engineering Geology and the Environment,2015,74(2):369-378 被引 4    
14.  Michel G P. Comparative analysis of SHALSTAB and SINMAP for landslide susceptibility mapping in the Cunha River basin,southern Brazil. Journal of Soils and Sediments,2014,14(7):1266-1277 被引 6    
15.  黄启乐. 区域地质灾害评价中斜坡单元划分方法研究. 自然灾害学报,2017,26(5):157-164 被引 7    
16.  邱丹丹. 基于斜坡单元的地震滑坡敏感性分析. 自然灾害学报,2017,26(2):146-153 被引 2    
17.  Arnone E. Parameter uncertainty in shallow rainfall-triggered landslide modeling at basin scale: A probabilistic approach. Procedia Earth & Planetary Science,2014,9:101-111 被引 2    
18.  Lari S. A probabilistic approach for landslide hazard analysis. Engineering Geology,2014,182:3-14 被引 3    
19.  Lee J H. Assessment of shallow landslide susceptibility using the transient infiltration flow model and GIS-based probabilistic approach. Landslides,2016,13(5):885-903 被引 6    
20.  Schmidt J. Probabilistic forecasting of shallow,rainfall-triggered landslides using real-time numerical weather predictions. Natural Hazards & Earth System Sciences,2008,8(2):349-357 被引 5    
引证文献 4

1 宗振邦 随机场-贝叶斯方法应用于非饱和土边坡稳定性可靠度分析 自然灾害学报,2021,30(2):127-137
被引 1

2 黄森 天水市"7.25"群发性浅层滑坡降雨阈值及空间分布研究 自然灾害学报,2021,30(3):181-190
被引 3

显示所有4篇文献

论文科学数据集
PlumX Metrics
相关文献

 作者相关
 关键词相关
 参考文献相关

版权所有 ©2008 中国科学院文献情报中心 制作维护:中国科学院文献情报中心
地址:北京中关村北四环西路33号 邮政编码:100190 联系电话:(010)82627496 E-mail:cscd@mail.las.ac.cn 京ICP备05002861号-4 | 京公网安备11010802043238号