The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible, some of the recent advances in laboratory testing of unsaturated soils for stress–strain–strength–stiffness characterization under suction-controlled isotropic, axisymmetric, and true triaxial stress states. The report is intended to be neither comprehensive nor fully inclusive, offering plenty of room for further discussion on recent refinements and techniques not yet reported in the literature. The main sections in this report are devoted to describing current methods and technologies using cylindrical triaxial systems, including advances in volume change measurements; resonant column/torsional shear systems; bender element-based systems;...
The field of experimental unsaturated soil mechanics has grown considerably over the last decade. In...
Normally, suction-controlled triaxial tests are used to characterize soil behavior in constitutive m...
Soil is observed to fail at very small strain (0.001% shear strain), hence it is of great importance...
The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible...
The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible...
Behavior of unsaturated soils is influenced by many factors, and the influences of these factors are...
Suction-controlled triaxial tests have been widely used to characterize unsaturated soils. However, ...
Triaxial testing of soils is carried out under various loading methods to simulate field loading con...
The paper presents a modified equipment for triaxial testing of soil samples under unsaturated as we...
This paper describes two new apparatuses recently developed at the Università di Napoli Federico II ...
The cyclic triaxial test is the most widely used way to measure the cyclic stress strain properties ...
This thesis presents the design details of an automated modified ring shear apparatus for the testin...
State variables such as confining pressures and the degree of saturation can have a profound effect ...
Most soils that concern geotechnical engineering are in the state of partial water saturation. Curre...
The Soil Mechanics Laboratory of The Hong Kong Polytechnic University houses both conventional and a...
The field of experimental unsaturated soil mechanics has grown considerably over the last decade. In...
Normally, suction-controlled triaxial tests are used to characterize soil behavior in constitutive m...
Soil is observed to fail at very small strain (0.001% shear strain), hence it is of great importance...
The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible...
The state-of-the-art report presented herein is aimed at documenting, to the largest extent possible...
Behavior of unsaturated soils is influenced by many factors, and the influences of these factors are...
Suction-controlled triaxial tests have been widely used to characterize unsaturated soils. However, ...
Triaxial testing of soils is carried out under various loading methods to simulate field loading con...
The paper presents a modified equipment for triaxial testing of soil samples under unsaturated as we...
This paper describes two new apparatuses recently developed at the Università di Napoli Federico II ...
The cyclic triaxial test is the most widely used way to measure the cyclic stress strain properties ...
This thesis presents the design details of an automated modified ring shear apparatus for the testin...
State variables such as confining pressures and the degree of saturation can have a profound effect ...
Most soils that concern geotechnical engineering are in the state of partial water saturation. Curre...
The Soil Mechanics Laboratory of The Hong Kong Polytechnic University houses both conventional and a...
The field of experimental unsaturated soil mechanics has grown considerably over the last decade. In...
Normally, suction-controlled triaxial tests are used to characterize soil behavior in constitutive m...
Soil is observed to fail at very small strain (0.001% shear strain), hence it is of great importance...