|
|
The Dynamic Analysis of Stability on the Frame Supporting Structure with Prestressed Anchors Considering the Rainfall Influence |
ZHOU Yong1, WANG Dong-liang2,WANG Xin3 |
1. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; 2. PAN-China Construction Group Co. Ltd, Hubei Design Branch,Wuhan, Hubei 430010, China; 3. Huazhong University of Science and Technology, Wuchang Branch, Wuhan, Hubei 430064, China |
|
|
Abstract Abstract:Research purposes: The existing overall stability analysis methods of grillage flexible supporting structure with prestressed anchors (referred to as "frame supporting structure with prestressed anchors ")have not considered the effect of rainfall infiltration. In order to explore influence rule of the rainfall infiltration on grillage flexible supporting structure with prestressed anchors, based on the GeoStudio software, the soil-water characteristic curve and coefficient of permeability characteristic curve of the unsaturated loess are fitted with the Van Genuchten model, then unsaturated loess slope seepage field under the condition of rainfall is simulated. The strength of loess is determined by means of unsaturated soil strength theory. A method to calculate the ultimate extraction bearing capacity of the friction type routing anchor with different soil water content is raised, and the dynamic stability of grillage flexible supporting structure with prestressed anchors under the condition of rainfall infiltration is analyzed.
Research conclusions:(1) The frictional resistance of the anchor and the ultimate extraction bearing capacity of the anchor decrease rapidly with the increase of soil water content. (2) Effect of rain infiltration on the bearing capacity of the anchor is obvious when rainfall duration exceeds 12h. (3) Considering or not considering effects of moisture content on the frictional resistance of the anchor, the differences of slope safety coefficient are large. (4) The influence of rainfall infiltration on stability of grillage flexible supporting structure with prestressed anchors can not be ignored, the influence of moisture content on the ultimate extraction bearing capacity of the anchor should be considered. (5) The research results can be the guidance of the design and construction of grillage flexible supporting structure with prestressed anchors considering the influence of rainfall in unsaturated loess area.
|
|
|
|
|
[1]朱丽娟, 王铁行, 胡炘. 降雨对非饱和黄土边坡含水量变化规律分析[J]. 地下空间与工程学报, 2008 (1):95-99.
Zhu Lijuan, Wang Tiehang, Hu Xin. Influence of Rainfall on Moisture Content in Unsaturated Loess Slope[J]. Chinese Journal of Underground Space and Engineering,2008 (1):95-99.
[2]周勇, 朱彦鹏. 框架预应力锚杆柔性支护结构坡面水平位移影响因素[J]. 岩土工程学报, 2011 (3):470-476.
Zhou Yong, Zhu Yanpeng. Influencing Factors of Horizontal Displacement of Wall Facing of Grillage Flexible Supporting Structure with Prestressed Anchors[J]. Chinese Journal of Geotechnical Engineering, 2011(3):470-476.
[3]Zhou Yong, Zhu Yanpeng. Study on Dynamic Stability of Grillage Flexible Slope Supporting Structure with Prestressed Anchors under Rainfall Infiltration[J]. International Conference on Electric Technology and Civil Engineering, 2011(3):2616-2620.
[4]詹常辉, 门玉明, 汪班桥. 水对土层锚杆承载力影响的模型试验研究[J].公路, 2008(4):32-35.
Zhan Changhui, Men Yuming, Wang Banqiao. Model Test Study on Water Carrying Capacity of Soil Layer Anchor[J]. Highway, 2008(4):32-35.
[5]朱彦鹏, 罗晓辉, 周勇. 支挡结构设计[M]. 北京: 高等教育出版社, 2008.
Zhu Yanpeng, Luo Xiaohui, Zhou Yong. The Design of Retaining Structure[M]. Beijing: Higher Education Press, 2008.
[6]雷胜友, 李志远, 王吉庆, 等. 含水量对非饱和黄土强度的影响[J]. 交通运输工程学报, 2012(1):1-5.
Lei Shengyou, Li Zhiyuan, Wang Jiqing, etc. Effect of Water Content on Strength of Unsaturated Loess[J]. Journal of Traffic and Transportation Engineering, 2012(1):1-5.
[7]孙茉. 基于土-水特征曲线的非饱和黄土强度研究[D]. 西安: 长安大学, 2011.
Sun Mo. The Study of Strength in Unsaturated Loess Based on the Soil-water Characteristic Curve[D]. Xi′an: Chang′an University, 2011.
[8]赵天宇, 王锦芳. 考虑密度与干湿循环影响的黄土土水特征曲线[J]. 中南大学学报(自然科学版), 2012(6):2445-2453.
Zhao Tianyu, Wang Jinfang. Soil-water Characteristic Curve for Unsaturated Loess Soil Considering Density and Wetting-drying Cycle Effects[J]. Journal of Central South University (Science and Technology), 2012(6):2445-2453.
[9]GEO-SLOPE International Ltd (著). 中仿科技(CnTech)(译). 边坡稳定性分析软件SL0PE/W用户指南[M]. 北京: 冶金工业出版社, 2011.
GEO-SLOPE International Ltd (Author); CnTech (Translator). Stability Modeling with SLOPE/W User Guide [M]. Beijing: Metallurgical Industry Press, 2011.
[10]周勇, 郭楠, 朱彦鹏. 兰州地铁世纪大道站基坑支护检测与数值模拟[J]. 铁道工程学报, 2014 (1): 82-88.
Zhou Yong, Guo Nan, Zhu Yanpeng. Construction Monitoring and Numerical Simulation of Deep Excavation of Century Avenue Metro Station in Lanzhou[J]. Journal of Railway Engineering Society, 2014(1):82-88. |
|
|
|