Author:
Liu De-Yun,Che Han-qiao,Wang Ci,Chen Yuan
Funder
National Outstanding Youth Science Fund Project of National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Reference71 articles.
1. Agaiby SW, Ahmed SM (2019) Determination of sand void ratio using CPT and SPT. In: Eighth International Conference on Case Histories in Geotechnical Engineering, 39–48
2. Akin MK, Kramer SL, Topal T (2011) Empirical correlations of shear wave velocity (Vs) and penetration resistance (SPT-N) for different soils in an earthquake-prone area (Erbaa-Turkey). Eng Geol 119(1–2):1–17
3. Allan FC, Yacoub TE, Curran JH (2012) On using spatial methods for heterogeneous slope stability analysis. In: ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-2012
4. Alshibli KA, Hasan A (2008) Spatial variation of void ratio and shear band thickness in sand using X-ray computed tomography. Géotechnique 58(4):249–257
5. Anbazhagan P, Kumar A, Ingale SG, Jha SK, Lenin KR (2021) Shear modulus from SPT N-values with different energy values. Soil Dyn Earthq Eng 150:106925