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This paper investigated the magnitude and distribution of earth pressure on the support system in jointed rock mass
by considering different earth pressure coefficients, rock types and joint inclination angles. The study mainly focused on the effect
of the earth pressure coefficients on the earth pressure. Based on a physical model test (Son & Park, 2014), extended studies were
conducted considering rock-structure interactions based on the discrete element method, which can consider the joints characteristics
of rock mass. The results showed that the earth pressure was highly influenced by the earth pressure coefficients as well as the rock
type and joint inclination angles. The effects of the earth pressure coefficients increased when the rock suffered more weathering
and has no joint slide. The test results were also compared with Peck’s earth pressure for soil ground, and clearly showed that the
earth pressure in jointed rock mass can be greatly different from that in soil ground. This study indicated the earth pressure
coefficients considering the rock types and joint inclination angles are important parameters influencing the magnitude and distribution
of earth pressure, which should be considered when designing the support systems in jointed rock mass.
This paper investigated the magnitude and distribution of earth pressure on the support system in jointed rock mass
by considering different earth pressure coefficients, rock types and joint inclination angles. The study mainly focused on the effect
of the earth pressure coefficients on the earth pressure. Based on a physical model test (Son & Park, 2014), extended studies were
conducted considering rock-structure interactions based on the discrete element method, which can consider the joints characteristics
of rock mass. The results showed that the earth pressure was highly influenced by the earth pressure coefficients as well as the rock
type and joint inclination angles. The effects of the earth pressure coefficients increased when the rock suffered more weathering
and has no joint slide. The test results were also compared with Peck’s earth pressure for soil ground, and clearly showed that the
earth pressure in jointed rock mass can be greatly different from that in soil ground. This study indicated the earth pressure
coefficients considering the rock types and joint inclination angles are important parameters influencing the magnitude and distribution
of earth pressure, which should be considered when designing the support systems in jointed rock mass.
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- Publisher :Korean Geo-Environmental Society
- Publisher(Ko) :한국지반환경공학회
- Journal Title :Journal of the Korean Geo-Environmental Society
- Journal Title(Ko) :한국지반환경공학회 논문집
- Volume : 16
- No :2
- Pages :33~43


Journal of the Korean Geo-Environmental Society




