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Standsicherheit
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Where is the Optimal Pile Location on Earth Slopes?
Vereinatunnel: Beide Vortriebe mit hoher Geschwindigkeit auf der Zielgeraden
Vedeggio-Cassarate tunnel: tunneling in groundwater under pressure
"Val Fortore State Road 212" - Excavation of tunnels in structurally complex formations
Upper-bound limit analysis on seismic rotational stability of retaining wall
Thirra tunnel, Albania - with a straight concept to success
The evaluation of three-dimensional effects on slope stability by the strength reduction method
The bilinear behavior for FPSO rolling motions
Study on volume stability of chemical foaming cement paste
Structural performance of final lining according to the rock load shape
Strength and Dynamic Properties of Cement-Mixed Korean Marine Clays
Stability Analysis of Tunnel Face in Nonlinear Soil under Seepage Flow
Stability Analysis for Cofferdams of Pile Wall Frame Structures
Spray-ice islands evaluated for arctic-drilling structures
Slurry Clogging Criteria for Slurry Shield Tunnelling in Highly Permeable Ground
Shallow tunnelling in soft ground - Influence of the chosen support system on the system behaviour
Seismic Slope Stability Evaluation Considering Rock Mass Disturbance Varying in the Slope
Schal- und Betonarbeiten in der Kavernengarage Landsberg
Rupertustunnel: in 7 Monaten vom Anschlag zur Verkehrsübergabe
Railway tunnels on Tbilisi bypass project - Georgia
Pseudo-Dynamic Test for Soil-Structure Interaction Analysis using Shake Tables
Prediction of Slope Stability using Naive Bayes Classifier
Predicting Mechanistic Detachment Model due to Lead-Contaminated Soil Treated with Iraqi Stabilizers
Nonlinear Buckling Mechanism of an Arch Subjected to a Symmetrically-placed Point Load
New jacking system resolves dynamic forces in 400-ft jack up
New concepts extend dry-tree production into deeper water
NATM, EPBM and cut and cover tunnelling applications in the project of Izmir met
Multipurpose fixed-gravity structure aimed at producing, exporting oil in deep frozen seas
Modified Slip Surface Stress Method for Potential Slip Mass Stability Analysis
Metro Istanbul - Kadiköy, an underground station close to the sea and below a historical building
Measurement of desirable minimum one-way bike lane width