Deformation of Combined Retaining Structure in Geological Environment
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 doubl...
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Published in | E3S Web of Conferences Vol. 236; p. 5035 |
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Main Authors | , , , , |
Format | Journal Article Conference Proceeding |
Language | English |
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EDP Sciences
01.01.2021
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Abstract | 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. |
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AbstractList | 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. |
Author | Huang, Tianrong Wang, Shihua Wang, Yu Shu, Zongying Li, Yongyu |
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ContentType | Journal Article Conference Proceeding |
Copyright | 2021. This work is licensed under https://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and conditions, you may use this content in accordance with the terms of the License. |
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References | Lzmon (R2) 1977; 103 Zi-hang (R1) 2004; 23 Gang (R3) 2004; 25 |
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Snippet | 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... |
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SubjectTerms | Bending moments Compressive strength Concrete piles Reinforced concrete Tensile strength |
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Title | Deformation of Combined Retaining Structure in Geological Environment |
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