Analytical solution of the shallowest overburden thickness of special-shaped shield tunnel in layered soil

Author:

Sun Weixin,Liu Hanlong,Zhang Wengang,Liu Songlin,Han Liang

Funder

Chongqing Urban Investment Infrastructure Construction Co

National Major Scientific Instruments Development Project of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference39 articles.

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2. Balla A (1961) The resistance to breaking out of mushroom foundations for pylons. In: Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France. 569–576.

3. Bransby MF, Newson TA, Brunning PF (2002) The upheaval capacity of pipelines in jetted clay backfill. Int J Offshore Polar Eng 12(4):280–287

4. Chaloulos YK, Limnaiou TG, Bouckovalas GD (2023) Uplift resistance of pipelines embedded in stiff soils and rocks: effect of backfilled trench shape and dimensions. Comput Geotech 156:105267

5. Cheuk CY, White DJ, Bolton MD (2008) Uplift mechanisms of pipes buried in sand. J Geotech Geoenviron Eng 134(2):154–163

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