Experimental investigation of pulling force and ground movement when Pipe-Swallowing technology is used in sand-Reference-Cited by-同舟云学术

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Experimental investigation of pulling force and ground movement when Pipe-Swallowing technology is used in sand

Published:2024-06 Issue: Volume:148 Page:105760
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yan Xuefeng^ORCID,Zeng Cong,Jiao Yuyong,Zhao Yahong^ORCID,Ariaratnam Samuel T.^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference24 articles.

1. Effects of plastic fines on the instability of sand;Abedi;Soil Dynamics and Earthquake Engineering,2010

2. Simplified model for numerical calculation of pull forces in static pipe-bursting operations;Ariaratnam;Tunnelling Underground Space Technology,2007

3. ASTM. (2010). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass.” ASTM D2216, West Conshohocken, PA.

4. NASTT pipe bursting good practices guidelines manual;Bennett,2011

5. Three-dimensional ground displacements from static pipe bursting in stiff clay;Brachman;Canadian Geotechnical Journal,2010

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