[HTML][HTML] Capturing the transition from diffuse to localised failure in constitutive modelling of partially saturated soils
Localised failures in the form of shear band induce localised deformation and saturation
within partially saturated soils. Inelastic responses mainly take place inside the shear band …
within partially saturated soils. Inelastic responses mainly take place inside the shear band …
[HTML][HTML] Risk evaluation for the combined clogging of subsurface drainage envelopes in arid areas
C Guo, X Jiang, J Wu, S Qin, S He, H Yang… - Agricultural Water …, 2024 - Elsevier
Accurately assessing the clogging risk of the drainage pipe envelopes is a prerequisite for
the reasonable design and proper management of subsurface drainage. However, the …
the reasonable design and proper management of subsurface drainage. However, the …
Experimental and Numerical Simulations of Pore Structures and Seepage Characteristics of Deep Sandstones
Y Zhu, Y Wu, L Zhang, S Zhang - Processes, 2023 - mdpi.com
Previously conducted studies have established that deep underground rock masses have
complex pore structures and face complex geological conditions. Therefore, the seepage …
complex pore structures and face complex geological conditions. Therefore, the seepage …