Field Investigation of Maximum Dynamic Shear Modulus of Clay Deposit Using Seismic Piezocone

Author:

Wang Zhaoyu,Zhang Nan,Cai Guojun,Li Qi,Wang Jiajia

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference22 articles.

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2. Tavenas F, Leroueil S (1987) State-of-the-art on laboratory and in-situ stress-strain-time behavior of soft clays. Proceedings of the International Symposium on Geotechnical Engineering of Soft Soils. Mexico City, pp 13–14

3. Mayne P (2000) Enhanced geotechnical site characterization by seismic piezocone penetration tests. In: Fourth International Geotechnical Conference, Cairo University, pp 95–120

4. Mayne PW, Rix GJ (1995) Correlations between shear wave velocity and cone tip resistance in natural clays. Soils Found 35(2):107–110. https://doi.org/10.3208/sandf1972.35.2_107

5. Lin J, Cai GJ, Liu S, Puppala AJ, Zou H (2017) Correlations between electrical resistivity and geotechnical parameters for Jiangsu marine clay using spearman’s coefficient test. Int J Civil Eng 15(3):419–429. https://doi.org/10.1007/s4099

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