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两类经典滑坡发生时间预报模型的理论分析
THEORETICAL ANALYSIS TO TWO CLASSIC LANDSLIDE PREDICTION MODELS:SAITO'S MODEL AND VOIGHT'S MODEL

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文摘 老化和应变速率对土体强度和变形性质的影响研究,以及野外事例观察,已经证实大多数滑坡的形成机制可以由深部蠕变理论解释.土体蠕动速率在滑坡爆发之前将随着造成滑坡因素的增加而增加.根据这一理论,人们可以建立早期滑动的唯象蠕变方程来预测滑坡.早期的这类代表模型是Saito模型和Voight模型.本文重新进行的理论分析表明:这些模型具有丰富的理论内涵和深入的理论基础,具备滑坡预报模型要求的所有条件,包含的参数物理意义明确,因而具有新的生命力.
其他语种文摘 Based on the influence of the aging and strain rate of a sloping soil mass on the strength and deformation of the soil mass, as well as the observations of many landslides cases, it has been demonstrated that the mechanism for formation of most landslides can be explained by the deep creep theory. Before a landslide occurs, the creep rate of a soil mass increases with an increase of the factors responsible for the landslide. According to this theory, ones can set up an empirical equation between deformation and time for predicting the time of failure of a landslide. Two earlier typical models are the Saito's model and Voight's model. The author has dug out some newly discovered facts hidden in the two models and developed a generalized prediction model, which can be used to forecast a landslide more accurately. Differing from the Saito's graphic solution method, the author has presented a more convenient technique for estimating the parameters in the equations. The presented method allows the data to be fitted with the presented model and expressed in terms of displacement, through non-linear estimation techniques using the SPRESHEET application software, in order to find values of the controlling parameters (A, B, m, t_f) suitable to represent the mechanical behavior of a large-scale landslide approaching the failure. A simple case study has confirmed the validity of both the presented generalized model and estimation technique through computing the deformation-time curve and defining the time limit, or failure time value.
来源 地质力学学报 ,2004,10(1):40-50 【扩展库】
关键词 滑坡 ; 深部蠕变 ; Saito模型 ; Voight模型 ; 优化
地址

中国科学院力学研究所, 北京, 100080

语种 中文
文献类型 研究性论文
ISSN 1006-6616
学科 地质学
基金 国家自然科学基金项目 ;  中国科学院知识创新工程重要方向项目 ;  国家973计划 ;  欧盟第五框架计划项目
文献收藏号 CSCD:1706548

参考文献 共 33 共2页

1.  Saito M. Failure of soil due to creep [A]. Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering,1961:315-318 CSCD被引 2    
2.  Saito M. Forecasting the time of occurrence of a slope failure [A]. Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering,1965:537-541 CSCD被引 19    
3.  Saito M. Forecasting time of slope failure by tertiary creep[A]. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering,1969:677-683 CSCD被引 12    
4.  Voight B. A method for prediction of volcanic eruption[J]. Nature(London),1988,332:125-130 CSCD被引 30    
5.  Voight B. A relation to describe rate-dependent material failure[J]. Science(Washington, D.C.),1989,243:200-203 CSCD被引 24    
6.  Xia Mengfen. Evolution induced catastrophe in a nonlinear dynamical model of material failure[J]. Nonlinear Dynamics,2000,22:205-224 CSCD被引 2    
7.  Fukuzono T. Recent studies on time prediction of slope failure[J]. Landslide News,1990,4:9-12 CSCD被引 3    
8.  苏爱军. 滑坡预报方法探讨[J]. 水文地质工程地质,1990,115(5):51-52 CSCD被引 1    
9.  Qin S Q. A homomorphic model for identifying abrupt abnormalities of landslide forerunners[J]. Engineering Geology,2000,57:163-168 CSCD被引 4    
10.  Murry J B. Slope movement crisis on the east flank of Mt. Engineering Geology,1994,38(3/4):245-259 CSCD被引 1    
11.  Crosta G B. Failure forecast for large rock slides by surface displacement measurements[J]. Can Geotech J,2003,40:176-191 CSCD被引 24    
12.  Crosta G B. How to obtain alert velocity thresholds for large rockslides [J]. Physics and Chemistry of the Earth,2002,27:1557-1565 CSCD被引 14    
13.  Sornette D. two case studies[J]. Manuscript,2003:1-30 CSCD被引 1    
14.  Main Ian G. Applicability of time-to-failure analysis to accelerated strain before earthquakes and volcanic eruptions[J]. Geophys J Int,1999,139:F1-F6 CSCD被引 1    
15.  Main I. Prediction of failure times in the Earth for a time-varying stress[J]. Geophy J,1988,92:455-464 CSCD被引 1    
16.  Das S. Theory of time-dependent rupture in the Earth [J]. J Geophys Res,1981,86:6039-6051 CSCD被引 23    
17.  Gross S. A systematic test of time-to-failure analysis [J]. Geophys J Int,1998,133:57-64 CSCD被引 6    
18.  Borsetto M. An application of Voight empirical for the prediction of soil and rock instabilities[A]. Proceedings of the 7th International Symposium on Landslides,Christchurch,1991:335-341 CSCD被引 1    
19.  Cornelius R R. A materials failure relation of accelerating creep as empirical description damage accumulation[J]. Rock Mechanics and Rock Engineering,1993,26:233-252 CSCD被引 1    
20.  Cliff T Ragsdale. On modeling time series data using spreadsheets[J]. The International Journal of Management Science,2000,28:215-221 CSCD被引 2    
引证文献 8

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