Using Unmanned Aerial Vehicle (Drone/Flycam) technology in survey work of Portcoast

Effect of Vacuum Pressure Distribution on Settlement Analysis Results for An Improved Thick Soft Clay Deposit at Sai Gon-Hiep Phuoc Terminal Port,South of Vietnam

Primary and secondary consolidation of the soft soil in Sai Gon applied in Gibson-Lo's or Taylor-Merchant's model

Applying sensing video technology automaticcaly and supplying GIS data to Intelligent Transport System (ITS)- Case study in Ho Chi Minh city

Geocomposite induced consolidation of clayey soils under stepwise loads - Geotextiles and Geomembranes

Permeability of lime - and cement - treated clayey soils

Case study: Geotechnical hazard for river revetment on Mekong Delta soft soil (at Technical Seminar of AIT)

AliCC method applied for SP-PSA Terminal along Thi Vai river, Ba Ria Vung Tau Province

Finite Element Analysis for Geogrid Reinforced Embankment

The effectiveness of vacuum preloading method for soil improvement in Phu My Industrial Zone - Ba Ria Vung Tau Provice

Triaxial compression test (CKoUC), tensile (CKoUE) under cohesive conditions Ko for clay Nghi Son Thanh Hoa

Improvement of Soft Clay at a Site in the Mekong Delta by Vacuum Preloading

Analyze coefficients Cv and Ch of soft soil in Hiep Phuoc Industrial Park from laboratory and field experiments

Logistics development project in Ba Ria – Vung Tau for the period of 2011-2020

Some Problems Be Drawen From The International Workshop On Climate Changes Organized In Hochiminh City About Ports Construction And Seashores And Riverbanks Protection In Vietnam By The Experiences Of Netherlands

Sức chống cắt không thoát nước theo qui luật Shansep của sét yếu ở phía Nam và phía Bắc

Considering the level of pile head when calculating pile bearing horizontal force TCXD 205-1998

Ways to calculate the ratio value of the ground coefficient for soft clay

How to apply solution of horizontal bearing pile in TCXT 205-1998 when the base coefficient is trapezoidal distribution according to the depth of the pile

How to apply TCXD 205: 1998 to forecast the limited load capacity of the vertical pile bearing through the thick clay layer on the surface