A Novel True Triaxial Apparatus for Studying the Time-Dependent Behaviour of Hard Rocks Under High Stress

Author:

Feng Xia-Ting,Zhao Jun,Zhang Xiwei,Kong Rui

Funder

The 111 Project

The CAS Key Research Program of Frontier Sciences

National Key R&D Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Adachi T, Sarata S, Sakurai S (1969) Determination of underground stress field based on inelastic properties of rocks. In: Proceedings of 11th symposium on rock mechanics, University of California, Berkeley, pp 293–328

2. Akai K, Mori H (1970a) Study on the failure mechanism of sandstone under combined compressive stresses. Rock Mech Jpn I 59–61

3. Akai K, Mori H (1970b) Ein Versuch über Bruchmechanismus von Sandstein unter mehrachsigen Spannungszustand. In: Proc 2nd Int Congr on Rock Mechanics, Beograd II, pp 207–213

4. Aydan Ö, Ito T, Özbay U, Kwasniewski U, Shariar M, Okuno K, Özgenoğlu T, Malan A, Okada DF T (2014) ISRM suggested methods for determining the creep characteristics of rock. Rock Mech Rock Eng 47(1):275–290

5. Barla G, Barla M, Debernardi D (2010) New triaxial apparatus for rocks. Rock Mech Rock Eng 43(2):225–230

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