Chuan Gu
- (2024): Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions. In: Soil Dynamics and Earthquake Engineering, v. 182 (July 2024).
- (2024): Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading. In: Soil Dynamics and Earthquake Engineering, v. 182 (July 2024).
- (2022): Partially-drained deformation properties of anisotropically overconsolidated clay by triaxial tests with cyclic confining pressure. In: Soil Dynamics and Earthquake Engineering, v. 163 (December 2022).
- (2016): Drained Instability in Loose Granular Material. In: International Journal of Geomechanics, v. 16, n. 2 (April 2016).
- (2018): Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading. In: International Journal of Geomechanics, v. 18, n. 3 (March 2018).
- (2016): Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure. In: Soils and Foundations, v. 56, n. 3 (June 2016).
- (2020): Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 129 (February 2020).
- (2017): Effects of moisture content on the cyclic behavior of crushed tuff aggregates by large-scale tri-axial test. In: Soil Dynamics and Earthquake Engineering, v. 95 (April 2017).
- (2015): Measurement of small strain shear modulus of clean and natural sands in saturated condition using bender element test. In: Soil Dynamics and Earthquake Engineering, v. 76 (September 2015).
- (2015): Effects of cyclic confining pressure on the deformation characteristics of natural soft clay. In: Soil Dynamics and Earthquake Engineering, v. 78 (November 2015).
- (2014): Influence of cyclic loading history on small strain shear modulus of saturated clays. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014).
- (2012): Undrained cyclic triaxial behavior of saturated clays under variable confining pressure. In: Soil Dynamics and Earthquake Engineering, v. 40 (September 2012).
Structurae cooperates with
