Performance Evaluation of Partially Saturated Slope Subjected to Repeated Shaking Events Using 1-g Shaking Table Experiments
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-1579-8_22
Reference19 articles.
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5. Sepúlveda, S.A., Murphy, W., Jibson, R.W., Petley, D.N.: Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: the case of Pacoima Canyon, California. Eng. Geol. 80(3–4), 336–348 (2005)
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