Experimental study of the mechanical behavior of calcareous sand under repeated loading-unloading

Author:

Wang Xing,Cui Jie,Zhu Chang-Qi,Wu YangORCID,Wang Xin-Zhi

Funder

Postdoctoral Research Foundation of China

National Natural Science Foundation of China

State Key Laboratory of Drug Research

Guangzhou Science, Technology and Innovation Commission

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference66 articles.

1. Agustian Y, Goto S (2008) Undrained cyclic shear behaviour of reconstituted scoria deposit. Soils Found 48(6):851–857

2. Alba JL, Audibert JM (1999) Pile design in calcareous and carbonaceous granularmaterials, an historic overview. In: The second international conference on engineering for calcareous sediments, Manama, Bahrain, vol 1. Balkema, Rotterdam, pp 29–44

3. Atkinson JH, Bransby PL (1977) The mechanics of soils: an introduction to critical state soil mechanics. McGraw-Hill Book Co., New York

4. Cai C, Ma W, Zhou ZW, Mu YH, Zhao SP, Chen D, Liao MK (2018) Laboratory investigation on strengthening behavior of frozen China standard sand. Acta Geotech 14:179–192

5. Chen Y, Zuo JP, Guo BH, Guo WB (2020) Effect of cyclic loading on mechanical and ultrasonic properties of granite from Maluanshan Tunnel. B Eng Geol Environ 79(1):299–311

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