This paper presents the physiochemical properties and relationship of saturated remoulded undrained shear strength, sur, against water content, w, for an amorphous organic clay, namely an alum water-treatment residue material derived from the production of potable water. The log w?log sur relationship was found to be strongly linear, and extended well beyond the measured plastic range. The effects of microstructure, and the shearing modes, rates and specimen confinement, are reported, along with the correspondence between sur measured in triaxial compression and that deduced from fall-cone and miniature vane tests. The mobilised strength exhibited high strain-rate dependence, increasing by 30%/log _ cycle increase. The bulk water-treatment...
This paper reports experimental results relative to the influence of pore fluid composition on liqui...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Intrinsic compression behaviour of an expansive clay from Western Australia is investigated using th...
© 2018, Int. J. of GEOMATE. Twenty-four direct shear tests were conducted on remolded/reconstituted ...
This article explains the relationships between the water content, mineralogical properties and mech...
This paper deals with the shear strength characteristics of saturated, remoulded, montmorillonite an...
This article presents the results of investigations that were focused on determining the impact of s...
This thesis first attempts to characterize amorphous material with respect to its performance in the...
Abstract Undrained shear strength of a soil at the liquid limit water content can be considered to b...
In geotechnical engineering applications, it is very important to obtain the undrained shear strengt...
A study was made of the influence of the adsorbed water films on the engineering index properties of...
In this paper, strength and deformation characteristics of unsaturated clays are examined. First, au...
This paper describes the results of triaxial tests and direct shear tests on an active clay of th...
The sensitive clay from the Outardes 2 hydroelectric project is characterized and studied with respe...
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Aria...
This paper reports experimental results relative to the influence of pore fluid composition on liqui...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Intrinsic compression behaviour of an expansive clay from Western Australia is investigated using th...
© 2018, Int. J. of GEOMATE. Twenty-four direct shear tests were conducted on remolded/reconstituted ...
This article explains the relationships between the water content, mineralogical properties and mech...
This paper deals with the shear strength characteristics of saturated, remoulded, montmorillonite an...
This article presents the results of investigations that were focused on determining the impact of s...
This thesis first attempts to characterize amorphous material with respect to its performance in the...
Abstract Undrained shear strength of a soil at the liquid limit water content can be considered to b...
In geotechnical engineering applications, it is very important to obtain the undrained shear strengt...
A study was made of the influence of the adsorbed water films on the engineering index properties of...
In this paper, strength and deformation characteristics of unsaturated clays are examined. First, au...
This paper describes the results of triaxial tests and direct shear tests on an active clay of th...
The sensitive clay from the Outardes 2 hydroelectric project is characterized and studied with respe...
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Aria...
This paper reports experimental results relative to the influence of pore fluid composition on liqui...
The undrained shear strength of remoulded soils is of great concern in geotechnical engineering appl...
Intrinsic compression behaviour of an expansive clay from Western Australia is investigated using th...