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Study on Mechanical Characteristic of Two-layer Steel Plate Concrete Shaft Lining under Non Uniform Pressure

机译：非均匀压力下双层钢板混凝土轴衬的力学特性研究

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Haibing Cai; Hua Cheng; Yichun Huang;
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年度 2015
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1. Mechanical Damage and Failure Behavior of Shaft-Lining Concrete after Exposure to High Pore-Water Pressure [J] . Xue Weipei, Yao Zhishu, Jing Wei, Journal of materials in civil engineering . 2020,第1期

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2. Experimental study on the dynamic mechanical properties of high-performance hybrid fiber-reinforced concrete of mine shaft lining [J] . Zhishu Yao, Chen Wang, Weipei Xue, Journal of Materials Research and Technology . 2021,第a期

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3. Experimental Study on Damage Breakage Properties of Shaft Lining Concrete under Hydromechanical Coupling [J] . Weipei Xue, Zhishu Yao, Wei Jing, Advances in materials science and engineering . 2018,第1期

机译：水力耦合作用下竖井衬砌混凝土破坏破坏性能试验研究。
4. Study on Mechanical Characteristic of Two-layer Steel Plate Concrete Shaft Lining under Non Uniform Pressure [C] . Haibing Cai, Hua Cheng, Yichun Huang International Conference on Civil Engineering, Architecture and Building Materials . 2013

机译：非均匀压力下双层钢板混凝土轴线机械特性研究
5. Development of the miniature seismic reflection (MSR) system for nondestructive evaluation of concrete shaft and tunnel linings. [D] . Sadri, Afshin. 1997

机译：微型地震反射（MSR）系统的开发，用于混凝土竖井和隧道衬砌的无损评估。
6. Hybrid-Fiber-Reinforced Concrete Used in Frozen Shaft Lining Structure in Coal Mines [O] . Zhishu Yao, Xiang Li, Taoli Wu, 2019

机译：煤矿井筒冻结结构中的混杂纤维混凝土
7. The Study of Force and the Mechanical Characteristic of Incremental Launching Construction Method on a Steel-Concrete Continuous Beam Bridge [O] . Xu Luo 2019

机译：钢混凝土连续梁桥增量发射施工方法的力与力学特性研究
8. Concrete surface blemishes A classification of the surface defects and some particular influences of formwork linings, release agents and concrete pressure on the appearance of concrete finishes [R] . R. G. Kinnear 1964

机译：混凝土表面瑕疵表面缺陷的分类以及模板衬里，脱模剂和混凝土压力对混凝土表面外观的某些特殊影响

Study on Mechanical Characteristic of Two-layer Steel Plate Concrete Shaft Lining under Non Uniform Pressure

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