Experimental study on effect of auxiliary methods for simultaneous settlement at subsurface and surface during shallow overburden tunnel excavation
Author:
Publisher
The Japanese Geotechnical Society
Subject
Industrial and Manufacturing Engineering
Reference17 articles.
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Vertical Load and Settlement at the Foot of Steel Rib with the Support of Feet-Lock Pipe in Soft Ground Tunnel;Advances in Civil Engineering;2019-02-03
2. Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground;Tunnelling and Underground Space Technology;2017-03
3. Discussion on the mechanism of ground improvement method at the excavation of shallow overburden tunnel in difficult ground;Underground Space;2016-12
4. Model Test and Numerical Analysis Methods in Tunnel Excavation Problem;Soils and Foundations;2010-12
5. NUMERICAL STUDY ON EFFECTIVE CONTROLL OF GROUND ACCOMPNIED SETTLEMENT USING FOOT REINFORCEMENT SIDE PILE;Doboku Gakkai Ronbunshuu C;2010
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