Failure Mode and Characteristics of Expansive Rock and Influencing Factors of High Slope Stability

2021 ◽  
Keyword(s):  
Slope Stability ◽  
Failure Mode ◽  
Influencing Factors ◽  
High Slope

Freeway Slope Stability Evaluation Based on Multi-Level Fuzzy Neural Network

2012 ◽  
Vol 430-432 ◽  
pp. 1700-1703
Author(s):  
Yan Kai Wu ◽  
Xian Song Sang ◽  
Bin Niu
Keyword(s):  
Neural Network ◽  
Artificial Neural Network ◽  
Slope Stability ◽  
Basic Principle ◽  
Fuzzy Neural Network ◽  
Stability Assessment ◽  
High Slope ◽  
Fuzzy Neural ◽  
Multi Level ◽  
Artificial Neural

On the basis of introduced basic principle of fuzzy-artificial neural network, this article constructed a slope stability assessment index system with multi-level fuzzy neural network, and made detailed evaluation criterion according to the assessment characteristics of slope stability. Through introducing the basic principle of multi-level comprehensive assessment from fuzzy mathematics and artificial neural network theory, it overcomes the defect of difficult to be quantified in evaluation process of slope stability. Therefore, it can be better to deal with some uncertain problems occurred in the slope stability assessment process, and as much as possible to express all factors influencing slope stability really and objectively. We selected 20 single factor evaluation indexes to assess slope stability based on surveying the high slope stability in Mian county-Ningqiang county freeway section. It took "normal distribution model function" as a membership function to develop a program with the model of fuzzy neural network. Furthermore, we took 30 typical slope examples as training sample to conduct effectiveness test and feedback test for the program. After the precision requirement was met, we used the program to evaluate 21 high slope examples and compared the results with the ones solved by traditional mechanical methods. The coincidence degree by using two kinds of methods to assess the same slope stability is 76.2%.

Study on Evaluation of High Slope Stability and Countermeasures Based on GEO-SLOPE

2014 ◽  
Vol 988 ◽  
pp. 371-376
Author(s):  
Nian Qin Wang ◽  
Qing Tao Wang ◽  
Qi Pang ◽  
Qian Xue
Keyword(s):  
Slope Stability ◽  
Limit Equilibrium ◽  
Optimization Analysis ◽  
High Slope ◽  
Stability Coefficient ◽  
Anchor Cable ◽  
Before And After ◽  
The Stability ◽  
Reinforcement Measures

Based on the theory of limit equilibrium, by the GEO-SLOPE software,analyzed the stability before and after reinforcement of a high Loess-bedrock slope. The results and conclusions show: (1)Analyzed and Optimized the high Loess-bedrock slope through SLOPE/W module, optimizing the engineering quantity of the anchor cable frame in the local and saving the investment; (2)When taken reinforcement measures, conducted the SLOPE/W model again, the stability coefficient is 1.459, the effect testified by projects is obvious; (3)Aiming at the optimization analysis, proposed countermeasures system, with reference for reinforcement of a high Loess-bedrock slope.

Stability Analytical Method of Stepped Loess Cutting High Slope

2012 ◽  
Vol 170-173 ◽  
pp. 1281-1284
Author(s):  
Wan Jun Ye ◽  
Geng She Yang ◽  
Jian Zhi Wang
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
General Expression ◽  
Analytical Method ◽  
Line Segment ◽  
Slip Surface ◽  
High Slope ◽  
Loess Area ◽  
Loess Slope ◽  
Arc Model

stability analysis is the base for control the loess high slope in loess area. on the assumption of arc-model in below segment, straight slip surface in model, uprightness in the up sect, a general expression of safety factor for Step-shaped Cutting High Loess Slope is deduced According to the balance of force and torque balance. Regard the parameters of the intersection of arc and line coordinates of the location and the inclination of the line segment as variable, the loess high slope stability analysis are programmed, he automation of the calculation is achieved. This method is verified by k202+020～k202+158 loess high slipe in Huangling –YAN’AN expressway.

The High Slope Stability Monitoring of the Operation Period Highway

2012 ◽  
Vol 433-440 ◽  
pp. 6414-6416
Author(s):  
Zhi Yong He ◽  
Xiu Long Yang
Keyword(s):  
Slope Stability ◽  
Driving Safety ◽  
Normal Operation ◽  
Monitoring Method ◽  
High Slope ◽  
Stability Monitoring ◽  
Monitoring Result ◽  
Geological Conditions ◽  
Operation Period ◽  
Abnormal Phenomenon

The number of the high slope along the highway is much more, except this, the geological conditions is complex. To ensure the driving safety and the normal operation of the highway, it’s meaningful to monitor the deformation trend of high slope and discover abnormal phenomenon timely and treat it. The paper taking freeway high slope monitoring project as an example, study the purpose of high slope stability monitoring, the monitoring method and the setting of the monitoring net. It also analysis the monitoring results. The results show that the monitoring spot displacements of the slope are small and there is no symptom to occur geological disaster such as landslide, slump, avalanches and so on. The slope is basically stable. The monitoring result has verified the feasibility and the effectiveness of the monitoring scheme. Expecting this can offer reference and gather experience for similar projects

scholarly journals Slope mass rating of rock slopes of the Malekhu River, central Nepal Lesser Himalaya

2014 ◽  
Vol 47 (1) ◽  
pp. 36-46
Author(s):  
Naresh Kazi Tamrakar ◽  
Jaya Laxmi Singh
Keyword(s):  
Rock Mass ◽  
Slope Stability ◽  
Failure Mode ◽  
Rock Mass Rating ◽  
Rock Slopes ◽  
Plane Failure ◽  
Central Nepal ◽  
Slope Mass Rating ◽  
Unstable Slope ◽  
Rock Mass Slopes

The Malekhu River is one of the major tributaries of the Trishuli Ganga River fl owing from the south in Malekhu region, central Nepal. Riverbank slope stability is a topic of concern as rock mass condition and slope stability of riverbank slopes are important parameters for riverbank erodibility. Fourteen sites in the Malekhu River were selected for rock mass rating (RMR) and then slope mass rating (SMR) by using a graphic method. The potentially vulnerable sites were identifi ed after conducting field study in different slopes. The results indicate that there occur modes of failures ranging from stable (good rock mass) to partially stable (normal rock mass) in all the study sites. The unstable (bad rock mass) and completely unstable (very bad rock mass) slopes are, however, distributed only in some slopes. The unstable slope of plane failure mode is Ka1, whereas the completely unstable slopes of plane failure mode are Rb2, Ml1 Slope 1 and Ml2. The unstable slope of toppling failure mode is Ml2. When wedge failure mode is considered, the slopes at Ti1 and Ka1 are unstable while the slopes at Kh1, Ka1, Ml1 Slope 1 are completely unstable. The rock slopes with unstable to completely unstable states are considered bad (SMR Class IV: 21–40) to very bad (SMR Class V: 0–20) rock mass with fair to poor rock mass rating, respectively. These bad to very bad rock mass slopes are vulnerable to slope movements and river erosion, and they require mitigative measures.

Roadbed Treatment Research in Expansive Soil Area

2014 ◽  
Vol 580-583 ◽  
pp. 469-473
Author(s):  
Zhen Feng ◽  
Cong Jie Li ◽  
Xue Li Gao
Keyword(s):  
Physical Chemistry ◽  
Slope Stability ◽  
Influencing Factors ◽  
Expansive Soil ◽  
Soil Treatment ◽  
Material Composition ◽  
The Road ◽  
Treatment Research ◽  
Mud Pumping ◽  
Soil Area

This paper elaborate the bad geological characteristic and the huge disaster caused by expansive soil. When constructing the road or railway in expansive soil area, the roadbed disease such as slope stability failure,roadbed settlement,mud pumping,ballast bag and so on is elaborated. The expansion and shrinkage mechanism of expansive soil has been studied from such aspects as physical-chemistry-mechanics effect, material composition, external influencing factors and so on. In expansive soil area, such expansive soil treatment and reinforcement methods as physical improvement, chemistry improvement, biological improvement are summarized and proposed.

Analysis and Study on Slope Stability of High Fill Subgrade

2014 ◽  
Vol 919-921 ◽  
pp. 637-640 ◽  
Author(s):  
Qi Zhang
Keyword(s):  
Finite Element Method ◽  
Slope Stability ◽  
Slope Failure ◽  
Lateral Displacement ◽  
Limit Equilibrium ◽  
Soil Deformation ◽  
High Slope ◽  
Calculation Results ◽  
External Conditions ◽  
The Stability

The slope failure of high fill embankment have a large proportion under self-weight and external conditions,Because of the complexity of the soil deformation and stress,General methods such as the limit equilibrium and numerical analysis have their own limitations,The paper takes high fill subgrade engineering in Fujian province as the background.Adopting analytical method and finite element method calculate the stability coefficient and lateral displacement of high fill embankment slope.moreover,Making a comprehensive judgement to the stability of the slope by comparing with the actual value.The results show that calculation results of these two methods are close.Which can make accurate predictions on high slope stability and determine a judgement.and provides an effective method for the design and construction of the similar project.

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