INTERACTION OF SOIL-CEMENT PILE SUPPORTING STRUCTURES WITH THE BODY OF A LANDSLIDE

Journal Title: Наука та прогрес транспорту - Year 2017, Vol 0, Issue 5

Abstract

Purpose. Analysis and comparison of the landslide slope finite element model calculation results of the appliance of soil-cement piles, depending on the variation of the retaining structure rigidity, makes it possible to evaluate the effectiveness of their application and the cooperative work of piles with the displacement body. It also makes it possible to make a conclusion about the advantages of using this anti-landslide protection method of the slope. Methodology. Analysis of geomorphological data obtained from the results of laboratory studies of soils on the slope section is considered. Creation of a three-dimensional finite-element slope model according to the constructed sections and depths of the soil layers. Calculation of the nonlinear problem of finite element modeling of the slope with applying of soil-cement piles of various rigidity. Findings. The obtained results of calculating the finite element model of the landslide slope, and the analysis of the stress-strain state of the construction with soil-cement piles has been carried out. Originality. Despite the widespread of using soil-cement piles as enclosing structures for the construction of foundation pits and reinforcement of foundations of emergency structures, special attention should be paid to the study of the expediency of using soil-cement retaining pile structures on landslide areas. Practical value. It is known that soil-cement retaining piles are expediently in use as a protective element, which interacts quite well with the ground environment due to its structure of the initial material. Using of modern computer programs of finite element modeling makes it possible to calculate the efficiency of the use of soil-cement piles and to determine the parameters of the necessary retaining structure according to the given geological structure of the slope, and also, depending on its shape and the physical characteristics of the soils, to compare the performance of different protective landslide structures types.

Authors and Affiliations

D. Y. Ihnatenko, V. D. Petrenko, O. L. Tiutkіn

Keywords

Related Articles

FORMALIZATION OF LOCOMOTIVE DRIVER ACTIVITY TENSION INDICATOR BASED ON THE ERGONOMIC MODEL

Purpose. A key factor contributing to the safety and quality of ergatic system "train-driver" is the intensity of the locomotive crew’s work. The aim of this work is formalization of locomotive driver activity tension in...

ОСОБЕННОСТИ КОНСТРУКЦИИ ХОДОВЫХ ЧАСТЕЙ ТЯГОВОГО ПОДВИЖНОГО СОСТАВА

Цель. Для определения динамических качеств магистральных локомотивов, которые характеризуют безопасное движение по прямолинейным и криволинейным участкам пути во всем диапазоне эксплуатационных скоростей, необходимо выпо...

MATHEMATICAL MODELING OF EVAPORATION CONSEQUENCES OF TOXIC SUBSTANCE EMERGENCY SPILLAGE AT RAILWAY TRANSPORT

Purpose. The main purpose of the article is calculation of spatial distribution fields of the conditional probability of lethal damage to the railway station personnel, caused by the inhalation of toxic gas, which is dis...

ECONOMIC AND LEGAL GROUNDS FOR INVESTMENT IN DEVELOPMENT OF TRANSPORT INFRASTRUCTURE

Purpose. In Ukraine, as in many countries of the world, transport is one of the most fundamental sectors of the national economy, important part of the industrial and social spheres. But in the conditions of industry ref...

ДОСЛІДЖЕННЯ ГІДРАВЛІЧНОГО ВПЛИВУ НА ТЕХНОЛОГІЧНУ СТІЙКІСТЬ МЕТРОТУНЕЛЮ МІЛКОГО ЗАКЛАДАННЯ В НАМИВНИХ МАСИВАХ

Мета. На основі аналізу результатів комп’ютерного моделювання та лабораторних досліджень у науковій роботі необхідно встановити залежність впливу змін гідравлічного рівня ґрунтових вод на стійкість обробки тунелів метроп...

Download PDF file
  • EP ID EP244833
  • DOI 10.15802/stp2017/113619
  • Views 74
  • Downloads 0

How To Cite

D. Y. Ihnatenko, V. D. Petrenko, O. L. Tiutkіn (2017). INTERACTION OF SOIL-CEMENT PILE SUPPORTING STRUCTURES WITH THE BODY OF A LANDSLIDE. Наука та прогрес транспорту, 0(5), 115-123. https://europub.co.uk/articles/-A-244833