Modelling the construction of a high embankment dam
Modelling the construction of a high embankment dam
A Field Investigation to Improve Soft Soils Using Prefabricated Vertical Drain
Erosion and vegetation cover in road slopes hydroseeded with sewage sludge
Behavior of Passive Pile Foundation in Clayey Soil contaminated with Fuel Oil
Behavior of Passive Pile Foundation in Clayey Soil contaminated with Fuel Oil
Temporal Variation of Ground-Borne Vibrations in Ballasted High-Speed Railway Embankments
Wave-Structure-Current interactions over smooth and rough breakwaters
Construction and demolition waste recycling: an application for road construction
Soil-atmosphere Interaction as Triggering Factors of Openings between Embankment and Pavement
Soil-atmosphere Interaction as Triggering Factors of Openings between Embankment and Pavement
Study on Stability of Soft Foundation Embankment in a Mountain Slope
Numerical simulation of embankment—structure transition design
Predicting the stability of low volume road embankments in contingency areas
Peak discharge prediction due to embankment dam break by using sensitivity analysis based ANN
Peak discharge prediction due to embankment dam break by using sensitivity analysis based ANN
Deformation and Stability Analysis of Embankment over Stone Column-Strengthened Soft Ground
Restoration of Road Pavement Depending on the Degree of Destruction of the Road
Improvement of Railway Embankment Formation by Laying Geogrid Beneath Ballast Bed—A Case Study
Minimization of the Land Right-of-Way During The Landscape Design of a Road
Hydraulic Characteristics due to Closing Work of Tidal Embankment
Numerical Analysis Method for Liquefaction-induced Damage Evaluation to Railway Structure
Mechanical Behavior of Reinforced Embankment with Different Recycling Waste Fillers
Large-scale Field Tests of the Performance of Geogrid-reinforced Piled Embankment over Soft Soil
Evaluation of short-term stability for sea-wall structure at Kobe Airport
Effect of Shape Parameters on Failure of Earthen Embankment due to Overtopping
Dynamic Response and Long-Term Settlement of a Compacted Loess Embankment under Moving Train Loading
An Iterative Computing Method for Load Effect of Bidirectional Reinforced Embankment
Lessons from Full-Scale Experiments on Piled Embankments with Different Geosynthetic Reinforcements
Influence of Pile Cap Effect in Piled Embankment Supporting High-Speed Railway
Partial Replacement of Moorum with Fly Ash in Embankment
Use of Coal Ash of Thermal Power Plant for Highway Embankment Construction
Correlation between the laboratory and in-situ permeabilities for the embankments