Analysis of Seismic Stability of an Obsequent Rock Slope Using Time–Frequency Method

Author:

Fan Gang,Zhang LiminORCID,Zhang Jianjing,Yang Changwei

Funder

Research Grants Council, University Grants Committee

National Key Research and Development Plan of China

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

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

Reference41 articles.

1. Ambraseys NN, Douglas J (2003) Near-field horizontal and vertical earthquake ground motion. Soil Dyn Earthq Eng 23:1–18

2. Aydan Ö (1989) The stabilisation of rock engineering structures by rockbolts. Doctorate Thesis, Nagoya University, Nagoya, Japan

3. Aydan Ö (2016) Large rock slope failures induced by recent earthquake. Rock Mech Rock Eng 49:2503–2524

4. Aydan Ö, Shimizu Y, Kawamoto T (1992) The stability of rock slopes against combined shearing and sliding failures and their stabilisation. In: International symposium on rock slopes, New Delhi, pp 203–210

5. Aydan Ö, Ohta S, Hamada M (2009) Geotechnical evaluation of slope and ground failures during the 8 October 2005 Muzaffarabad Earthquake, Pakistan. J Seismol 13(3):399–413

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