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李树忱
-
教授
- 性别：男
- 在职信息：在职
- 所在单位：未来技术学院
- 入职时间： 2004-12-14
访问量：
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[41]
李树忱 and 马鹏飞.
岩石材料裂纹扩展的改进近场动力学方法模拟.
《岩土力学》,
2019.
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[42]
李树忱 and 吴静.
A multi-factor comprehensive risk assessment method of karst tunnels and its engineering application.
Bulletin of Engineering Geology and the Environment,
78,
1761,
2019.
-
[43]
徐帮树 , 李树忱 and 晏勤.
The Kriging Overlapping Method of Numerical Simulation for Complex Models.
2016.
-
[44]
李树忱 and 梁艳红.
Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence.
Mathematical Problems in Engineering,
2018.
-
[45]
李树忱 , 李阳 and 晏勤.
Analytical Solution for Bolted Tunnels in Expansive Loess Using the Convergence-Confinement Method.
INTERNATIONAL JOURNAL OF GEOMECHANICS,
18,
2018.
-
[46]
李树忱 and 张露晨.
动荷载作用下隧道围岩块体稳定性分析及其应用.
《岩土力学》,
2016.
-
[47]
李树忱 , 张峰 and 董旭.
Sunlight temperature gradient effect of rail transit U-shaped beam.
Harbin Gongcheng Daxue Xuebao,
38,
1121,
2017.
-
[48]
李树忱 and 董旭.
Mechanical and Parametric Analysis of Cracks in Polypropylene Fiber Concrete U-Shaped Girder.
Advances in Materials Science and Engineering,
0,
2017.
-
[49]
李树忱 , 李术才 and 张露晨.
隧道围岩喷护速凝增强效应试验研究及工程应用.
岩石力学与工程,
2016.
-
[50]
李树忱.
膨胀性土质隧道围岩级别划分与支护对策研究.
山东大学学报(工学版),
2012.
-
[51]
李树忱 , 袁超 and 李术才.
Mechanical behaviour of a large-span double-arch tunnel.
Ksce Journal of Civil Engineering,
2016.
-
[52]
李树忱.
Hybrid Method of Polygonal and Quadrilateral Elements for Modeling Jointed Rock Mass.
Ksce Journal of Civil Engineering,
22,
2609,
2018.
-
[53]
李树忱 and 张露晨.
The research macro-mechanical properties of rock based on discrete particle model.
4TH INTERNATIONAL CONFERENCE ON ADVANCED COMPOSITE MATERIALS AND MANUFACTURING ENGINEERING 2017,
207,
2017.
-
[54]
李树忱 , 李术才 and 马腾飞.
不同倾角多层节理深部岩体开挖变形破坏规律模型试验研究.
《岩土力学》,
2016.
-
[55]
李树忱 and 李术才.
深部多裂隙岩体开挖变形破坏规律模型试验研究.
《岩土工程学报》,
2016.
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[56]
李树忱 , 袁超 and 冯现大.
Prediction of Slope Stability using Naive Bayes Classifier.
Ksce Journal of Civil Engineering,
22,
941,
2018.
-
[57]
李术才 , 张庆松 , 李树忱 , 苏茂鑫 , 刘斌 , 薛翊国 and 刘钦.
Geological prediction of karst-fractured groundwater in tunnel informational constructio.
Yantu Lixue/Rock and Soil Mechanics,
29,
3360,
2007.
-
[58]
武科 and 李树忱.
Study on failure mechanism of expansive soil tunnel during drying and watering cycle.
Journal of the Balkan Tribological Association,
2016.
-
[59]
李树忱 and 耿哲.
泥水平衡盾构顶推力非线性动力学分析与应用研究.
岩土力学,
2018.
-
[60]
李树忱 , 李阳 and 王鹏程.
Experimental research on rheological and mechanical properties of nano silica sol grout.
Journal of Sol-gel Science and Technology,
2019.
