| [1] |
MAO Chaoxun, CHEN Bin, YAO Xiwei.
Analysis of the Deformation and Failure Mechanism of HighSteep Slope Under Repeated Mining of Coal Seam
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2025, 41(3): 6-.
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| [2] |
WEN Yiming', FU Xuehui , ZHAO Renshan?, CHENG Yong'WANG Falong’, LlU Zhangzhen’, LU Ping'b.
Research on the Stability of Open-Pit Mine SlopesBased on FLAC?" and Geo-Slope
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2025, 41(3): 13-.
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| [3] |
LI Chaoxiang, WANG Mengke, FU Xianlyu, SHI Xiongbin, YANG Ze.
Transient Seepage Stability Analysis of Slope under Stope Gushing WaterPumping and Drainage in Jianshan Phosphate Mine Based on GeoStudio
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2025, 41(05): 14-.
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| [4] |
FU Leyi, TAN Yang.
The research of slope stability in Chui mountain
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2023, 39(4): 16-.
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| [5] |
WANG Xiaoyu, WU Shangrong.
Stability Analysis and Evaluation of a High and Steep Slope in A Polymetallic Open-Pit Mine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2023, 39(4): 25-.
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| [6] |
SHI Xiongbin, FENG Juan, ZHOU Xiaochao.
Engineering Application of Confirming Open-pit Slope Synergistic Stability Based on Stereographic Projection and Sarma Method
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2023, 39(2): 55-.
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| [7] |
YANG Ze, LIN Huayan, ZHOU Kuoquan.
Stability analysis of high steep slope in qingmaishan large Limestone open-pit
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2023, 39(2): 42-.
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| [8] |
WANG Youchang.
Analysis of High-level Dislocation Measures of Toppling Rock Deformation Mechanism and treatment Slope of highway in reservoir area
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2023, 39(2): 32-.
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| [9] |
YANG Tao.
Study on Complex Slope Control Engineering Endangering Public Safety :A Case Study of the Mountain Roads and Buildings Surrounding Yunnan Communications Vocational and Technical College
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2022, 38(1): 73-.
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| [10] |
ZHOU Xiaochao.
Analysis of the Waste Dump Slope Synergistic Stability Based on Space Effect
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2022, 38(1): 70-.
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| [11] |
LU Ping, ZHANG Jinliang, XU Zongming, GUO Guoxiang, NIE Qi , TAN Linxia.
Study on Mechanical Parameters of Slope Rock Mass in an Open-pit Mine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2022, 38(1): 7-.
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| [12] |
LYU Linhong, XU Jiaqing.
Slope Stability Analysis of Large Open-Pit Mine with 2 Million t/a in Mankong Limestone Mine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2021, 37(3): 18-.
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| [13] |
LIU Bingfeng, GENG Xiangwan.
Study on the Control Scheme of H2 Landslidein the West of Xiushuihe Mine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2020, 36(5): 9-.
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| [14] |
WANGTianlong.
SlopeStabilityAnalysisof25Milliont/aOpenpitMiningProjectinJinningPhosphateMine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2019, 35(4): 42-.
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| [15] |
PENGGuocheng, LIHao, YANGZe, ZHUTao.
AnalysisontheStabilityofHillsideWasteRockDumpSlopeinaMine
[J]. HPMug2oMmNrOfxWQHLiEksa6s0hFu9Ox348d7QefarYlaFR5ArkhOwm3Da1pmxmxCtenj1+6luWD#r#n+EPn9L6Ce+9onqnMlT+i, 2019, 35(4): 24-.
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