Lin Guo 
- (2024): A Novel Landfill Liner Material for Solidified Lake Sediment Based on Industrial By-Product and Construction Waste: Engineering Behavior and Cr(VI) Breakdown Characteristics. In: Buildings, v. 14, n. 11 (22 Oktober 2024).
- (2024): Experimental Investigation on the Compressive Behavior of Rubber–Sand Mixtures under Repeated Loading–Unloading. In: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 7 (Juli 2024).
- : Job crafting intervention for job burnout and work engagement among young construction project management practitioners in China. In: Engineering, Construction and Architectural Management.
- (2022): Comparative Study on Liquefaction Behavior of Calcareous Sand and Siliceous Sand Under Simple Shear Loading. In: Journal of Earthquake Engineering, v. 27, n. 12 (November 2022).
- (2022): Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. In: Soil Dynamics and Earthquake Engineering, v. 154 (März 2022).
- (2022): Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. In: Soil Dynamics and Earthquake Engineering, v. 152 (Januar 2022).
- (2018): Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay. In: International Journal of Geomechanics, v. 18, n. 1 (Januar 2018).
- (2018): Effect of Initial State and Intermediate Principal Stress on Noncoaxiality of Soft Clay–Involved Cyclic Principal Stress Rotation. In: International Journal of Geomechanics, v. 18, n. 7 (Juli 2018).
- (2021): Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation. In: KSCE Journal of Civil Engineering, v. 25, n. 5 (12 März 2021).
- (2021): The effects of cyclic loading on the reconsolidation behaviours of marine sedimentary clays under intermittent drainage conditions. In: Soil Dynamics and Earthquake Engineering, v. 141 (Februar 2021).
- (2017): One-way cyclic deformation behavior of natural soft clay under continuous principal stress rotation. In: Soils and Foundations, v. 57, n. 6 (Dezember 2017).
- (2020): Long term cyclic behavior of saturated soft clay under different drainage conditions. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 2020).
- (2015): Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement. In: Soil Dynamics and Earthquake Engineering, v. 69 (Februar 2015).
- (2013): Undrained deformation behavior of saturated soft clay under long-term cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 50 (Juli 2013).
- (2018): Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses. In: Soil Dynamics and Earthquake Engineering, v. 104 (Januar 2018).
- (2016): Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation. In: Soil Dynamics and Earthquake Engineering, v. 84 (Mai 2016).
- (2014): Influence of cyclic loading history on small strain shear modulus of saturated clays. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014).
- (2019): Effects of principal stress rotation and cyclic confining pressure on behavior of soft clay with different frequencies. In: Soil Dynamics and Earthquake Engineering, v. 118 (März 2019).
- (2015): Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction. In: European Journal of Environmental and Civil Engineering, v. 20, n. 4 (April 2015).
Structurae kooperiert mit
