基于高光谱的河岸植草混凝土细观结构与草本根系生长机制研究
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1.A Multiple Method of Monitoring for Rainfall Induced Landslide
- 关键词:
- Reservoirs (water);Deformation;Rain;Groundwater;Slope protection;Comprehensive monitoring;Continuous deformations;Formation mechanism;Landslide management;Rainfall induced landslides;Rainfall infiltration;Stability of the slopes;Water control projects
- Luozang, Qingpai;Gan, Jianjun;Zhou, Feng;Xin, Lingen
- 《6th International Conference on Environmental Science and Civil Engineering, ESCE 2020》
- 2020年
- January 4, 2020 - January 5, 2020
- Nanchang, China
- 会议
Landslide induced by rainfall is very common in the world, which seriously threatens the safety and construction. Taking the landslide on the right bank of the Xiajiang Water Control Project as an example, this paper carried out comprehensive monitoring of groundwater level, earth pressure, and surface deformation of the landslide analyzed the landslide formation mechanism and predicted the stability of the landslide. The results show that the rainfall infiltration caused fluctuations in the groundwater level of the slope, which caused the instability of liquefaction in the shallow surface layer, fluctuations in the reservoir reduced the stability of the slope. Groundwater activity between the bedrock and the soil-rock mixture controls the slope stability to a large extent. Based on the comprehensive impact analysis of these triggering events, it is considered that the slope is undergoing continuous deformation and needs to be landslide management.
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© 2020 IOP Publishing Ltd. All rights reserved.2.A Multiple Method of Monitoring for Rainfall Induced Landslide
- 关键词:
- Reservoirs (water);Deformation;Rain;Groundwater;Slope protection;Comprehensive monitoring;Continuous deformations;Formation mechanism;Landslide management;Rainfall induced landslides;Rainfall infiltration;Stability of the slopes;Water control projects
- Luozang, Qingpai;Gan, Jianjun;Zhou, Feng;Xin, Lingen
- 《6th International Conference on Environmental Science and Civil Engineering, ESCE 2020》
- 2020年
- January 4, 2020 - January 5, 2020
- Nanchang, China
- 会议
Landslide induced by rainfall is very common in the world, which seriously threatens the safety and construction. Taking the landslide on the right bank of the Xiajiang Water Control Project as an example, this paper carried out comprehensive monitoring of groundwater level, earth pressure, and surface deformation of the landslide analyzed the landslide formation mechanism and predicted the stability of the landslide. The results show that the rainfall infiltration caused fluctuations in the groundwater level of the slope, which caused the instability of liquefaction in the shallow surface layer, fluctuations in the reservoir reduced the stability of the slope. Groundwater activity between the bedrock and the soil-rock mixture controls the slope stability to a large extent. Based on the comprehensive impact analysis of these triggering events, it is considered that the slope is undergoing continuous deformation and needs to be landslide management.
...
© 2020 IOP Publishing Ltd. All rights reserved.3.Physical and Mechanical Properties of Grass-Planting Concrete for River Revetment Projects
- 关键词:
- Concretes;Density (specific gravity);Revetments;Rivers;Ecology;Compressive strength;Cementitious materials;Dry bulk densities;Ecological materials;Ecological revetments;Negative correlation;Physical and mechanical properties;Plant growth;Technical support
- Xia, Qing;Jiang, Hui;Wang, Jinhui;Liu, Yao;Cui, Lijin
- 《6th International Conference on Environmental Science and Civil Engineering, ESCE 2020》
- 2020年
- January 4, 2020 - January 5, 2020
- Nanchang, China
- 会议
As an ecological material, Grass-planting concrete has been increasingly used in constructing bank revetment of the rivers, and the studies on the physical and mechanical properties of the concrete is key for more efficient application. This paper describes the physical and mechanical properties of the concrete through analyzing the relationship among cementitious materials, dry bulk density, compressive strength and porosity. The results indicated the grass-planting concrete could meet the requirements for the strength and plant growth of ecological bank protection of small and medium-sized rivers when the total amount of cementitious materials was greater than 526 kg/m3 or the dry bulk density was greater than 1700 kg/m3. There is a negative correlation between the compressive strength and the porosity. This work provides excellent technical support for the popularization and application of grass-planting concrete.
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© 2020 IOP Publishing Ltd. All rights reserved.
