A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect-Reference-Cited by-同舟云学术

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A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect

Published:2024-10 Issue: Volume:152 Page:105952
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Jiachen,Zhang Dingli,Chen Jiayao,Fang Qian,Sun Zhenyu,Lu Song

Publisher

Elsevier BV

Reference80 articles.

1. The Face Stability of Slurry-shield-driven Tunnels;Anagnostou;Tunn. Undergr. Sp. Tech.,1994

2. Standard Practice for Direct Design of Precast Concrete Pipe for Jacking in Trenchless Construction;ASCE,2001

3. Structural calculation of driven pipes;ATV-A 161 E-90,1990

4. Limit analysis and soil plasticity;Chen,1975

5. Stress redistribution and ground arch development during tunneling;Chen;Tunn. Undergr. Sp. Tech.,2011

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