Study on Calculation Method
of Preloading Axial Force of the Locking Foot Anchor in Soil and Rock

Home
Solicit Contributions
Writing Requirements
Editorial Board
Council Members
Publication Ethics
Open Access
Advertising
Contact Us
中文

Tunnel Construction

Previous Articles Next Articles

Study on Calculation Method of Preloading Axial Force of the Locking Foot Anchor in Soil and Rock "Dualistic Foundation Pit" End-Suspended Piles Support System

CHEN Cheng ¹ ,YANG Honglin ²

(1. Guangzhou Metro Design & Research Institute Co. Ltd，Guangzhou 510010 ，Guangdong, China; 2. Shanghai Tunnel Engineering & Rail Transit Design and Research Institute，Shanghai 200292 )

Published:2020-06-17

Abstract

CHEN Cheng, YANG Honglin. Study on Calculation Method of Preloading Axial Force of the Locking Foot Anchor in Soil and Rock "Dualistic Foundation Pit" End-Suspended Piles Support System[J]. Tunnel Construction.

[1]	JU Zhonglin. Principle and Application of Foot Locking Bolt to Tunnel Primary Support Settlement Control [J]. Tunnel Construction, 2022, 42(S1): 28-39.
[2]	CHEN Cheng, YANG Honglin. Study on Calculation Method of Preloaded Axial Force of Footlock Anchor in Support System of Soil and Rock Dualistic Foundation Pit EndSuspended Pile [J]. Tunnel Construction, 2020, 40(10): 1441-1447.

Study on Calculation Method of Preloading Axial Force of the Locking Foot Anchor in Soil and Rock "Dualistic Foundation Pit" End-Suspended Piles Support System

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 2

Recommended Articles

Metrics

Comments