2017邊坡穩(wěn)定性外文翻譯--道路邊坡穩(wěn)定性評價（英文）

1、 Procedia Engineering 190 ( 2017 ) 390 – 397 1877-7058 © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-n

2、d/4.0/).Peer-review under responsibility of the organizing committee of SPACE 2016 doi: 10.1016/j.proeng.2017.05.354 ScienceDirectAvailable online at www.sciencedirect.comStructural and Physical Aspects of Construction

3、Engineering Assessment of Slope Stability on the Road Slávka Harabinováa,* aÚIS SvF TUKE, Vysoko?kolská 4, 042 00 Ko?ice, Slovakia Abstract The paper deals with the assessment of slope stability on t

4、he road II / 595 near the village Zlatno before and after the landslide caused by floods in 2010. For proposal for a comprehensive assessment and possible remedial action is necessary to know the geological conditions

5、and choose the appropriate method for to assess slope stability. The calculation of factor of safety was made using GEO 5 software. The critical factors of safety have been determined by Petterson and Sarma Methods. Af

6、ter finding the most unfavorable slip surface has been made a proposal of remediation measures. The paper presents various solutions to ensure slope stability of the road. The most appropriate remedial action is Varian

7、t III - reinforced slope, because he had a greater factor of safety. © 2017 The Authors. Published by Elsevier Ltd. Peer-review under responsibility of the issue editors. Keywords: roads; slope stability; landslid

8、e; remedial measures; 1. Introduction Currently, frequent flood events are taking place in our area. In recent years the intensity and frequency of rainfall, which are capable of causing flooding have significantly incr

9、eased in Slovakia. Floods are destructive and cause damage to human society. They are associated with high water levels and extreme water flow in the river beds [1]. Floods are also associated with rapid erosion proces

10、ses, which involve the destruction of land resources and consequently may lead to landslides of drenched soil. In 2010, severe floods hit most of the territory of the Slovak Republic. It was the biggest flooding in las

11、t 50 years [2]. Climatic factors combined with the erosion activity water courses and groundwater are major causes of slope deformations. In 2010, a result of exceptional a hearty rainfall and flood situation increased

12、 the number of slope * Corresponding author. Tel.: +421 55 602 4178; fax: 055 623 32 19 E-mail address: slavka.harabinova@tuke.sk © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under

13、the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). Peer-review under responsibility of the organizing committee of SPACE 2016392 Slávka Harabinová / Procedia Engineering 190 ( 2

14、017 ) 390 – 397 Fig. 2. Situation and photo documentation of landslide [5]. Fig. 3. The surface degradation, which water flowed through into the slope and caused erosion [5]. 3. Geological conditions of the road body

15、and subsoil According to the geomorphological division of Slovakia there is the territory located in the Western Carpathians, in the Slovak Ore Mountains. The territory belongs to the Banská Bystrica region, of the

16、 district Poltár. In hydrological terms, this territory belongs to the basin of the Ipe? River and is drained by a tributary of the Poltarica River. Climatically the area is evaluated as moderately warm and modera

17、tely wet [6]. From a geological point of view, subsoil is formed by Paleozoic rocks – granitoids. On the slopes are covered deluvial sediments. They are sandy clays and clayey sands with fragments of rocks. To determi