Investigation of Instability and Blasting Caving Technology of Composite Support Structure in the Goaf of Gypsum Mine

Author(s):  
Pang Shun ◽  
Xiaoding Xu ◽  
Yuejin Zhou ◽  
Guchun Zang ◽  
Jun Wang
2021 ◽  
Vol 236 ◽  
pp. 05035
Author(s):  
Yu Wang ◽  
Yongyu Li ◽  
Tianrong Huang ◽  
Shihua Wang ◽  
Zongying Shu

As a new type of sliding support structure, composite support structure has excellent performance. It is a structure in which two rows of reinforced concrete piles are placed in an appropriate position and the front pile head is connected with the back pile body by a rigid beam. It will form a double row spatial structure, similar to the seating. h-type anti-slide pile can save (or even do not need) anchoring components, form a double-row pile supporting structure system, and achieve good supporting performance. By adjusting the position of tie - beam, the new type anti - slide pile has wider universality and applicability. We can make assumptions in the actual calculation.h - type anti - slide pile has strong anti - overturning ability. The compressive strength of the front pile and the tensile strength of the back pile can form a pair of effective anti-overturning bending moments, and the rigid joints also improve the anti-overturning ability.


2020 ◽  
Vol 22 ◽  
pp. 1374-1379 ◽  
Author(s):  
T. Pradeep ◽  
Sourabh Kumar Soni ◽  
Benedict Thomas

2012 ◽  
Vol 204-208 ◽  
pp. 1125-1130 ◽  
Author(s):  
Hong Xia Li ◽  
Yan Qin Guo ◽  
Yong Wei Wang

Composite support structure of continuous arch internal support is a new type of maintenance structure of deep foundation. In this paper, as the cylindrical shell in the ring uniform load analytical solutions of elasticity a starting point, the design and calculations methods of composite support structure of continuous arch internal supporting are discussed. Engineering examples of composite support structure of continuous arch internal supporting in deep excavation engineering applications are analyzed and summarized. At the same time, the design parameters are provided for more engineering applications.


2016 ◽  
Vol 10 (3) ◽  
pp. 147 ◽  
Author(s):  
Rodrigo Tumolin Rocha ◽  
Jose Manoel Balthazar ◽  
Angelo Marcelo Tusset ◽  
Vinicius Piccirillo ◽  
Jorge Luis Palacios Felix

2012 ◽  
Vol 27 (9) ◽  
pp. 911-916
Author(s):  
Song-Lin WANG ◽  
Yi FENG ◽  
Dong-Sheng WANG ◽  
Guang-Yao MENG
Keyword(s):  

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