| [1] |
JU Xinghua, YANG Xiaohua, ZHANG Shasha.
Comprehensive inspection and analysis of trend in both settlement and deformation of railway subgrade
[J]. China Safety Science Journal, 2018, 28(3): 132-137.
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| [2] |
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Strengthening the Riprapped and Clay-Filled Soft Foundation with High Pressure Jet Grouting Technology
[J]. China Safety Science Journal, 1999, 9(Z1): 56-.
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| [3] |
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[J]. China Safety Science Journal, 1999, 9(Z1): 84-.
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| [4] |
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Simulation of Tailings Dam Failure Disaster Based on Coupled FLO2D and 3DMine
[J]. China Safety Science Journal, 2012, 22(8): 150-.
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| [5] |
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Cumulative Damage Evaluation of Young Shotcrete in Tunnel Caused by Blast-induced Vibration
[J]. China Safety Science Journal, 2012, 22(6): 118-.
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| [6] |
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Fuzzy Random Reliability of Open-pit Mine Slope under Seismic Load
[J]. China Safety Science Journal, 2012, 22(3): 35-.
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| [7] |
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Analysis and Control of Stability Mutation of Immediate Roof in the Gob-side Entry Retaining
[J]. China Safety Science Journal, 2012, 22(2): 37-.
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| [8] |
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Matching Analysis of Energy and Strength between Backfill and Rock Mass and Its Application
[J]. China Safety Science Journal, 2011, 21(12): 82-.
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| [9] |
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Study on Safety Control Technologies of Pipeline Leakage-induced Accidents during Metro Construction
[J]. China Safety Science Journal, 2010, 20(5): 125-.
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| [10] |
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Analysis on the Capacity of Steel Portal Frame with H-section Tapered Members
[J]. China Safety Science Journal, 2005, 15(8): 93-.
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| [11] |
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Theoretical Analysis on Compaction Effectiveness of Liquefiable Foundation by Pebble Columns
[J]. China Safety Science Journal, 2005, 15(6): 77-.
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| [12] |
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Evaluation Analysis on Geological Disasters at Tang-La Section of Qing-Zang Railway
[J]. China Safety Science Journal, 2004, 14(5): 3-.
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| [13] |
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Non-Destructive Inspection of Pile Foundation by Reflection Wave Method
[J]. China Safety Science Journal, 2003, 13(4): 35-.
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| [14] |
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Study on Effects of Water Erosion on Stability of Roadbed Surface
[J]. China Safety Science Journal, 2002, 12(5): 76-.
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| [15] |
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Test Analysis of Anti-Lift Limit of Helix Group Anchor in Soil and Its Engineering Application
[J]. China Safety Science Journal, 2001, 11(5): 77-.
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