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李树忱
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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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[21]
Sun, Hui.
Study on the Manifold Cover Lagrangian Integral Point Method Based on Barycentric Interpolation.
Mathematical Problems in Engineering,
2020,
2020.
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[22]
武科.
Mechanical Aspects of Construction of New TBM Tunnel Under Existing Structures.
GEOTECHNICAL AND GEOLOGICAL ENGINEERING ,
2021.
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[23]
武科.
城市地铁TBM 隧道掘进诱发既有建筑物变形的空间属性效应.
山东大学学报(工学版),
2021.
-
[24]
赵世森.
Effects of anti-clay agents on bubble size distribution and stability of aqueous foam under pressure.
Colloid and Interface Science Communications,
42,
2021.
-
[25]
万泽恩.
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone.
International Journal of Geomechanics,
21,
2021.
-
[26]
李阳.
Nd doped CaYAl3O7: exploration and laser performance of a novel disordered laser crystal.
CrystEngComm,
22,
4723,
2020.
-
[27]
赵世森.
Dispersant for Reducing Mud Cakes of Slurry Shield Tunnel Boring Machine in Sticky Ground.
Advances in Materials Science and Engineering,
2021,
2021.
-
[28]
王曼灵.
A manifold Lagrangian integration point method for large deformation failure modelling of rock slope.
COMPUTERS AND GEOTECHNICS Journal,
129,
2021.
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[29]
李树忱 and 马鹏飞.
Peridynamic method to determine energy absorption characteristics of ordinary glass under impact loa.
INTERNATIONAL JOURNAL OF CRASHWORTHINESS,
2019.
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[30]
徐帮树 and 李树忱.
The Kriging Overlapping Method of Numerical Simulation for Complex Models.
Geotechnical Special Publication,
2016.
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[31]
李树忱 and 刘日成.
交叉裂隙水力学开度的计算及非线性水力特性研究.
《岩土力学》,
2015.
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[32]
李树忱 and 董旭.
轨道交通U形梁底板横向抗裂及预应力布置研究.
山东大学学报(工学版)(原山东工业大学学报),
2019.
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[33]
李树忱 and 王曼灵.
基于FEMLIP的全风化边坡失稳破坏全过程的数值模拟研究.
应用数学和力学,
2019.
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[34]
李树忱 and 廖明辉.
新型液态速凝剂在喷射混凝土中的应用研究.
《隧道建设》,
2014.
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[35]
李树忱 and 丁奎.
隧道二衬顶部缺陷泡沫混凝土填充效果分析.
人民长江,
2017.
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[36]
李树忱 and 张靖宇.
盾构下穿棚户区的风险辨识与控制对策研究.
地下空间与工程学报,
2018.
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[37]
李树忱 and 平洋.
地下水封石油储备库初始渗流场数值反演分析.
地下空间与工程学报,
2015.
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[38]
李树忱 , 李术才 and 张露晨.
硅灰粉煤灰对喷射混凝土性能影响.
山东大学学报（工学版,
2016.
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[39]
李树忱.
Numerical Simulation Method Study of Rock Fracture Based on Strain Energy Density Theory.
Frattura ed Integrita Strutturale,
2018.
-
[40]
李树忱 and 平洋.
Triaxial compression experimental study on post-peak？deformation characteristics of rock masses wit.
2014.
