软土超大深基坑工程预应力管桩复合支护结构优化设计研究_OpenScirbe Publishing

Online Submission Pre-typesetting Academic Support

Home > Urban and Rural Studies > 2025 No.16 > 软土超大深基坑工程预应力管桩复合支护结构优化设计研究

软土超大深基坑工程预应力管桩复合支护结构优化设计研究

Author(s)：
王岩

Publication Title：

Urban and Rural Studies 2025 No.16

Affiliations：
安徽润政建设有限责任公司

Abstract：
本文围绕软土超大深基坑工程，深入研究预应力管桩复合支护结构的优化设计。通过分析其受力特性、变形性能和经济性，提出基于抗震性能和施工便利性的优化设计方案。经研究发现，优化后的支护结构在确保安全的前提下，施工效率提高，工程成本降低。该研究成果为软土超大深基坑工程提供了有效的支护解决办法，对推动地下空间开发利用意义重大，为相关工程设计提供了重要的理论和实践参考。

Keywords：
软土超大深基坑；预应力管桩复合支护结构；优化设计；抗震性能

Views
6

Citations
0

Downloads
0

Favorites
0

Full Text

Download PDF

Cite

Favorited

Favorite

Share via WeChat

Scan to share on WeChat

Mobile Reading

Scan to read on mobile

Cite

Copy

[1] 王岩.软土超大深基坑工程预应力管桩复合支护结构优化设计研究[J].Urban and Rural Studies,2025(16),.

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

Recommended Articles

Friendship Link

An academic processing and support platform focusing on journal databases, submission and review, and pre-typesetting.

OpenScirbe Publishing: Pre-typesetting; Article Retrieval

News: Latest news; Industry news

Academic Support: Language editing; Translation; International dissemination

Journal: Wen Yuan (Primary School Edition); Wen Yuan (Middle School Edition); Wen Yuan (High School Edition); Urban and Rural Studies

Contact Us

027-59496650

Office

Room 510, Office Tower, Optics Valley Financial Center, 668 Gaoxin Avenue, Donghu New Technology Development Zone, Wuhan, Hubei Province

User Agreement Privacy Policy

鄂ICP备2026003587号-1 copyright 2026 All rights reserved. Tel:027-59496650 鄂公网安备42018502009073号