Numerical investigation on arching effect surrounding deep cylindrical shaft during excavation process

Author:

Tangjarusritaratorn Tanawat,Miyazaki Yuusuke,Sawamura Yasuo,Kishida Kiyoshi,Kimura Makoto

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference60 articles.

1. Aglipay, M. R., Konagai, K., Kiyota, T., & Kyokawa, H. (2015). Simple Expression of the Ultimate Lateral Resistance of Piles on Sand based on Active Pile Length. Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), (4), I_329–I_336.

2. Design and Construction of Large Diameter circular shafts;Aye,2014

3. Barton, N., & Bakhtar, K. (1983). Instrumentation and analysis of a deep shaft in quartzite. Proceedings of 24th US Symposium on Rock Mechanics, College Station, Texas, 371–384.

4. Berezantev, V.G. (1958). Earth pressure on the cylindrical retaining wall. In: Proceeding, Brussels Conference on Earth Pressure Problems, 2, 21–27.

5. Bruce, D. A. (2000). An Introduction to the Deep Soil Mixing Methods as Used in Geotechnical Applications. United States. Federal Highway Administration. Office of Infrastructure Research and Development (Chapter 2).

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