Abstract Seepage boundary conditions are commonly used in groundwater simulations to allow groundwater to discharge at the upper surface of the model when groundwater head exceeds atmospheric pressure. However, the extent and transient behavior of the seepage zone are often unknown a priori and difficult to predict.
Young‐Jin Park +7 more
wiley +1 more source
Implementation of a practical sand constitutive model coupled with the high cycle accumulation framework in PLAXIS. [PDF]
Tantivangphaisal P +2 more
europepmc +1 more source
GEOTECHNICAL SURVEY AND ANALYSIS FOR RAINWATER INFILTRATION FACILITIES AGAINST URBAN FLOODING
Satoru Shibuya +2 more
openalex +2 more sources
Analysis of horizontal dynamic response of single pile under vertical load-Rayleigh wave combined action. [PDF]
Zhao S +5 more
europepmc +1 more source
Deep Learning in Geotechnical Engineering: A Critical Assessment of PINNs and Operator Learning [PDF]
Krishna Kumar
openalex
Enabling geotechnical data for broader use by the spatial data infrastructures
Amir Zand
openalex +1 more source
Shear strength and deformation characteristics of corn husk fiber-reinforced loess. [PDF]
Kang Y, Yang Y, Chen H, Zhang Z.
europepmc +1 more source
A New Penetration Depth Method Using Proctor Compaction Test for Determining the Optimal Starting Time of Hardening Topping in Concrete Flooring. [PDF]
Michalik A, Zychowicz J.
europepmc +1 more source

