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A12 Chelmsford to A120 Widening Scheme

Geotechnical Engineering Limited
Chelmsford, United Kingdom

Analysis on the Common Action of the Ground Foundation of Beijing Lize SOHO Project

Beijing Institute of Architectural Design (Group) Co., Ltd. | Beijing, China

Applicability of 3D Coupled Seepage and Thermal Analysis to Soil Slope Stability

Hokkaido University
Sapporo, Hokkaido, Japan

Demolition of 5 Levels Top-Down Deep Excavation and Refurbishment in Bucharest

Saidel Engineering
Bucharest, Romania

Effect Evaluation of Grass on Shallow Stability of Unsaturated Volcanic Soil Slope

Hokkaido University
Hokkaido, Japan

Estimation of Rock Strength Based upon Yield Zone of the Tunnel Excavation

Geo Research Institute
Niikappu, Hokkaido, Japan

Experience of STC at the Hydraulic Engineering Facility, including Triaxial Testing of Coarse-grained Soils

National Research Moscow State University of Civil Engineering (NRU MGSU) | Moscow, Russia

Ground Freezing Cuyperstrap Amsterdam Central Station

CRUX Engineering BV
Amsterdam, North Holland, Netherlands

Largest Micropiled Rafts Project on an Artesian Aquifer at a Reclaimed Island in Bahrain

Strong Force-MGC W.L.L.
Manama, Bahrain

New Lock in Terneuzen

Geoconstruct B.V.
Terneuzen, Netherlands

New Transient Method for Determining Unsaturated Permeability of Soil

Nippon Koei Co. Ltd; Hokkaido University
Sapporo, Hokkaido, Japan

Numerical Analysis of Expansion Micropile

BasisSoft Co.
Masan, Gyeongsangnam, South Korea

PLAXIS 3D for the Design of a Deep Test Pit

Rio de Janeiro, Brazil

Progressive Failure Evaluation of Itabiruçu Dam

BVP Geotecnia e Hidrotecnia
Itabira, Minas Gerais, Brazil

Rainfall Infiltration and Runoff Characteristics of an Unsaturated Volcanic Soil

Hokkaido University
Sapporo, Hokkaido, Japan

Integrated Option for the Observational Method 

SAALG Geomechanics
Barcelona, Spain

Safety Review of the Overlap of Jeju-do Roads and Natural Caves

BasisSoft Co
Jeju City, Jeju Island, South Korea

Second Core S-Bahn Route Munich

ILF Consulting Engineers Austria GmbH
Munich, Bavaria, Germany 

Sheet Piling Tailings Dam in the Doce River

Ponte Nova, Brazil

Thames Tideway Temporary Works

A-squared Studio Engineers Ltd
London, United Kingdom

Thermal Engineering Calculations of the Railway Embankment in Permafrost Soils

Far Eastern State Transport University
Eastern Siberia, Russia 

Trench Box in Soft and Sensitive Clay: PLAXIS 3D FE Modeling of Experimental Field Test

Department of Construction Engineering at École de Technologie Supérieure (ETS)
Montreal, Quebec, Canada

Tunnel-type Anchorage Considering Discontinuity

BasisSoft Co
Ulsan, Yeongnam, South Korea


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Geotechnical Engineering