Observation Method in the Control of Stacker Capacity Under Landslide Hazard – A Case Study

IF 0.7 Q4 MECHANICS Studia Geotechnica et Mechanica Pub Date : 2022-07-27 DOI:10.2478/sgem-2022-0013
Miłosz Bąk, I. Bagińska
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引用次数: 1

Abstract

Abstract The article presents both an application and the purpose of the observation method in the control of stacker capacity. It lists the types of the measured (observed) quantities, which serve as a basis for the observation method. It also describes the procedure of the method and discusses its individual steps. It further provides examples of applying the method in defining the capacity levels of a stacking machine ZGOT-11500, based on the recorded surface and subsurface soil displacement values. The article also offers the increment values and speeds for the individual parameters, which serve as a warning against deterioration of the geotechnical condition of the soil. Knowledge of the relationships between the parameters that describe soil deformation and the required defined stacker capacity may serve as a basis for further research and experiments on the observation method, which may increase the safety of stacking operations. The analysis was based on the results of geotechnical and geodetic measurements, as well as on the operating parameters of the stacker, acquired over a period of 5 months.
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滑坡灾害下堆垛机承载力控制的观测方法——以滑坡灾害为例
摘要本文介绍了观察法在堆垛机容量控制中的应用和目的。它列出了测量(观察)量的类型,作为观察方法的基础。还描述了该方法的过程,并讨论了其各个步骤。并给出了基于记录的地表和地下土壤位移值,应用该方法确定ZGOT-11500堆垛机容量等级的实例。文中还给出了各参数的增量值和增量速度,对土体岩土状况的恶化起到预警作用。了解描述土壤变形的参数与所需的定义堆垛机容量之间的关系,可以作为进一步研究和试验观测方法的基础,从而提高堆垛作业的安全性。该分析是基于岩土和大地测量的结果,以及在5个月的时间里获得的堆料机的操作参数。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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