Dissertation
Dissertation > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Soil Mechanics

Dali residential ZK86 Pear Creek Road Slope Stability Analysis and Governance

Author DengZhongMin
Tutor XuShiGuang
School Kunming University of Science and Technology
Course Geological Engineering
Keywords Slope Rock mechanics parameters Stability Analysis FLAC3D
CLC TU43
Type Master's thesis
Year 2010
Downloads 66
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In recent years , as China's rapid development of infrastructure in mountainous areas , there has been a lot of high slope engineering problems , both increased investment, but also delay the construction period , and even cause damage to existing projects . High slope is part of the geological transformation of human engineering , the stability is not only controlled by lithology, geological structure, rock structure , hydrogeological conditions of the slope where the basic characteristics of rock and soil , but also controlled by the excavation slope, slope shape and other human transformation degree . As the complexity of the geological body , multi- variability and heterogeneity, making high slope stability analysis is very complicated ; while changing due to geological conditions , no one can fully apply the existing slope engineering experience , which determines the high slope uniqueness problem , we must analyze specific issues . In this paper, southern Yunnan Geological Corporation \geological data and engineering geological characteristics of in-depth research study based on the analysis of ZK86 No. slope of the study area where the lithology, meteorological and hydrological characteristics , geological features, and new tectonic movement and seismic characteristics , the use of anti algorithms and indoor test statistics to determine weathered rock containing clay shear strength values ​​, and using stereographic projection method , FLAC3D finite difference method, the limit equilibrium method, finite element strength reduction ZK86 No. slope stability analysis , and sub-station open after digging the stability factor is calculated for the rational choice approach to slope supporting a basis . The results showed that: topography, lithology is the impact of the high slope stability of the main factors , human activities are the main predisposing factor ; slope will be in an unstable state in the excavation , slope excavation conditions with sub-station , should adopt the anchor frame beam support method . This theory and practice , the system summarizes the high slope engineering studies and methods of the main contents of the selected work sites representative , the findings for the infrastructure encountered mountain slope stability analysis and management to provide technical support .

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