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B Analysis and theoretical development » B1 Session B-1

2022年08月19日 08:30~10:40 (Asia/Shanghai)

徐州开元名都大酒店 / Qingyang Hall (清扬厅), 1st floor

访问权限：仅限参会人视频观看：19 更新：2022-08-26 10:31:19

时刻表

Chairs: Jianjun Ma, Zhen Cui

08-19

08:30~08:45

Dynamic response analysis of RPC-filled steel tubular column under blast load

Jianjun Ma，Sun Yat-sen University, China

08-19

08:45~09:00

Damage evolution of intact and jointed rocks under cyclic loading

08-19

09:00~09:15

Damage and failure response characteristics of cemented backfill under blasting load

Jianguo Wang，Kunming University of Science and Technology, China

08-19

09:15~09:30

Precursory information for rock failure based on the principle of critical slowing down

Zhenghu Zhang，Dalian University of Technology, China

08-19

09:30~09:45

Loading rate effect on tensile strength of rock material and morphology of fracture surface

08-19

09:45~10:00

The coupling model of immersion damage and pore water pressure on limestone under the background of reservoir earthquake

Guoyong Duan，China Three Gorges University, China

08-19

10:00~10:15

A novel method to account for size effect in rock indentation test

Zhengyang Xu，Sun Yat-sen University, China

08-19

10:15~10:30

Rockburst prediction in phyllite tunnels with high Stress based on twin T2 strength criteria in Shawan

Junxiang Wang，Shenyang University of Technology, China

08-19

10:30~10:40

Tea break

The 4th lnternational Conference on Rock Dynamics and Applications

视频回放

Dynamic response analysis of RPC-filled steel tubular column under blast load

Damage evolution of intact and jointed rocks under cyclic loading

Damage and failure response characteristics of cemented backfill under blasting load

Precursory information for rock failure based on the principle of critical slowing down

Loading rate effect on tensile strength of rock material and morphology of fracture surface

The coupling model of immersion damage and pore water pressure on limestone under the background of reservoir earthquake

A novel method to account for size effect in rock indentation test

Rockburst prediction in phyllite tunnels with high Stress based on twin T2 strength criteria in Shawan

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