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ANALYSIS AND EVALUATION ON FEM FOR THE STABILITY OF HIGH ROCK SLOPE OF NO. IISHIKONGSHAN

Shen Hua

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Abstract

High rock slope is a common natural geological environment problem and major geotechnical engineering problems. A problem of multidiscipline involved engineering geology, rock mechanics. Aiming at the stability problem of high rock slope of No.ⅡShikongshan, Zhangzhou-Longyan expressway, we adopt Finite element method to analysis its stability. The result of analysis shows the high rock slope of No.Ⅱ Shikongshan is stable and safe. Finite element method, which is using in the compute analysis on stability of high rock slope is on the way of development and improvement. The correctness and precision of the computative result to a very large extent depends on the comprehension and summing-up of the condition of rock engineering geology of the rock slope, and the adoption of parameter.

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What this paper is about

High rock slope is a common natural geological environment problem and major geotechnical engineering problems. A problem of multidiscipline involved engineering geology, rock mechanics. Aiming at the stability problem of high rock slope of No.ⅡShikongshan, Zhangzhou-Longyan expressway, we adopt Finite element method to analysis its stability. The result of analysis shows the high rock slope of No.Ⅱ Shikongshan is stable and safe. Finite element method, which is using in the compute analysis on stability of high rock slope is on the way of development and improvement. The correctness and precision of the computative result to a very large extent depends on the comprehension and summing-up of the condition of rock engineering geology of the rock slope, and the adoption of parameter.

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Available abstract

High rock slope is a common natural geological environment problem and major geotechnical engineering problems. A problem of multidiscipline involved engineering geology, rock mechanics. Aiming at the stability problem of high rock slope of No.ⅡShikongshan, Zhangzhou-Longyan expressway, we adopt Finite element method to analysis its stability. The result of analysis shows the high rock slope of No.Ⅱ Shikongshan is stable and safe. Finite element method, which is using in the compute analysis on stability of high rock slope is on the way of development and improvement. The correctness and precision of the computative result to a very large extent depends on the comprehension and summing-up of the condition of rock engineering geology of the rock slope, and the adoption of parameter.

Key concepts: Geology, Slope stability analysis, Geotechnical engineering, Finite element method, Engineering geology, Slope stability probability classification, Stability (learning theory), Slope stability

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