Comprehensive determination of reinforcement parameters for high cut slope based on intelligent optimization and numerical analysis

Li, Shaojun; Gao, Hui; Xu, Dehong; Meng, Fanzhen

doi:10.1007/s12583-012-0250-9

Cited by 16 publications

(7 citation statements)

References 13 publications

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“…In addition to theoretical framework development, a number of real-world engineering case studies were also available. For example, Khajehzadeh et al [16] back-calculated the FS of a landslide in Ulu Klang, Malaysia; Wang et al [21] used PSO to assess the stability of the valley shoulder deposits on the left bank of the Xiluodu Hydropower Station in China; and Li et al [22] applied PSO to the reinforcement design of the Zhongjiawu high cut slope of the Three Gorges. However, most of these PSO-related studies were based on 2D profiles, while none used laser scanning and STABL in the analysis.…”

Section: Other Related Work Pso Is a Powerful Yet Simplementioning

confidence: 99%

Profile Orientation and Slope Stability Analysis

Shen

Chen

2016

Scientific Programming

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This paper presents an analysis of soil slope stability using a terrestrial laser scanner, particle swarm optimization, and the force equilibrium method. The aim of this study was to demonstrate that a slope needed to be analyzed in many different directions in order to assess its stability conclusively, rather than using just one cross-sectional profile to represent the entire slope. To achieve this purpose, this study illustrates how a particle swarm optimization algorithm can be successfully incorporated into the analysis with slope stability analysis software, STABL. This study compares results obtained with those of previous studies and makes important observations.

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Section: Other Related Work Pso Is a Powerful Yet Simplementioning

confidence: 99%

Profile Orientation and Slope Stability Analysis

Shen

Chen

2016

Scientific Programming

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“…When the landslide threatens the established project or human production and life, the appropriate measures should be taken to treat the landslide [3,4]. With the rapid development of urban construction, transportation, mining, environmental protection, and other industries, landslide treatment has become an increasingly important project [5][6][7][8][9].…”

Section: Introductionmentioning

confidence: 99%

Arch Antislide Pile-Wall Structure System: Model and Optimization

Wang

Yue

et al. 2021

Mathematical Problems in Engineering

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For the problems of unreasonable force and large deformation of traditional antislide structure system, three new arch antislide pile-wall structure systems are designed for a loess landslide treatment project in Northern Shanxi province. The working performances of four kinds of antislide structures are numerically simulated and analyzed to realize the optimization of the antislide structure system. The results show that the arch antislide pile-wall structure system is a rigid connection between the piles and cap beam, and the antislide pile, cap beam, and sliding bed soil form a spatial nearly rigid structure. Cap beam can better transfer the bending moment generated by the larger thrust in the landslide middle to the piles with less force on both sides of the landslide, so that the stress and deformation of the whole antislide system tend to be uniform, which makes the antislide system “joint operation.” And this structural form increases the overall stiffness and bending capacity and reduces the possibility that the middle pile is destroyed first and loses its working capacity due to large thrust. Compared with the traditional antislide structure system (Model-1), the average displacement of the pile head is reduced by about 60%, and the total control bending moment of the system is reduced by about 6%. The purpose of Model-3 and Model-4 (anchorage arch antislide pile-wall structure system and pull-rod arch antislide pile-wall structure system) is to restrict the deformation of cap beam in both positive and negative directions of x-axis in arch antislide pile-wall structure system, which plays a certain role in coordinating the deformation of antislide structure and better coordinating the stress of each pile. The arch antislide pile-wall structure system (Model-2), anchorage arch antislide pile-wall structure system (Model-3), and pull-rod arch antislide pile-wall structure system (Model-4) can better adapt and adjust the unbalanced thrust between the landslide piles; therefore, they have higher structural robustness than that of traditional antislide structure system. When achieving the management target with a 95% structural reliability probability of the same landslide, the structural robust degrees of Model-1, Model-2, and Model-4 are 0.58, 0.76, and 0.81, respectively. Therefore, the pull-rod arch antislide pile-wall structure system (Model-4) has the best performance among the other antislide structures. These studies lay a foundation for the engineering structural optimization of arch antislide pile-wall structure system.

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“…Microseism [6][7][8] and acoustic emission techniques [9,10] can reflect the process of rock failure and be applied for early warning techniques. Comprehensive measures such as the finite-element analysis [11,12], reinforcement techniques [13], multivariate information [14,15] and dynamic design methodology [16] were commonly used to deal with these slope stability problems.…”

Section: Introductionmentioning

confidence: 99%

Acceleration Characteristics of a Rock Slide Using the Particle Image Velocimetry Technique

Zhao

Huang

et al. 2016

Journal of Sensors

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The Particle Image Velocimetry (PIV) technique with high precision and spatial resolution is a suitable sensor for flow field experiments. In this paper, the PIV technology was used to monitor the development of a displacement field, velocity field and acceleration field of a rock slide. It was found that the peak acceleration of the sliding surface appeared earlier than the peak acceleration of the sliding body. The characteristics of the rock slide including the short failure time, high velocities, and large accelerations indicate that the sliding forces and energy release rate of the slope are high. The deformation field showed that the sliding body was sliding outwards along the sliding surface while the sliding bed moved in an opposite direction. Moving upwards at the top of the sliding bed can be one of the warning signs for rock slide failure.

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Comprehensive determination of reinforcement parameters for high cut slope based on intelligent optimization and numerical analysis

Cited by 16 publications

References 13 publications

Profile Orientation and Slope Stability Analysis

Profile Orientation and Slope Stability Analysis

Arch Antislide Pile-Wall Structure System: Model and Optimization

Acceleration Characteristics of a Rock Slide Using the Particle Image Velocimetry Technique

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