Plane strain loading conditions are present in many transportation-related geostructures, such as long embankments and behind retaining walls. However, the mechanical properties of soils are not typically characterized in plane strain compression. This is due not to lack of interest but because whereas direct shear and axisymmetric (conventional triaxial) compression equipment is nearly ubiquitous in geotechnical laboratories, plane strain devices are relatively more rare, primarily because of their complexity and expense. This report documents the acquisition, set-up, and trial testing of a Vardoulakis-type plane strain device in the Oregon State University geotechnical laboratory. The device was acquired “used” and “as-is,” and sign...
The properties of weakly bonded soil have been studied experimentally, mainly by an extension of rec...
This paper presents a brief review of true triaxial apparatuses (TTAs) developed in the past and the...
This paper presents the development of a method using local deformation transducers (LDTs) to locall...
Plane strain loading conditions are present in many transportation-related geostructures, such as lo...
An apparatus has been designed to investigate the mechanical behaviour of soils under plane strain. ...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Small scale laboratory experiments, in which the specimen is considered to represent an element of s...
The Soil Mechanics Laboratory of The Hong Kong Polytechnic University houses both conventional and a...
Recently developed medium-sized torsional shear apparatus at Institute of Industrial Science. Univer...
The compound behavior of geogrid reinforced soil is very complex as two completely different materia...
AbstractA series of medium-scale and large-scale triaxial and unconfined compression tests was condu...
This paper evaluates in-soil tensile load-strain characteristics of geogrids with the help of a cust...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. Ph.D.MICROFICHE COP...
Samples of a sandy soil reconstituted by Proctor compaction were investigated under different isotr...
Confidence in the design of reinforced retaining structures is based on a limited body of experiment...
The properties of weakly bonded soil have been studied experimentally, mainly by an extension of rec...
This paper presents a brief review of true triaxial apparatuses (TTAs) developed in the past and the...
This paper presents the development of a method using local deformation transducers (LDTs) to locall...
Plane strain loading conditions are present in many transportation-related geostructures, such as lo...
An apparatus has been designed to investigate the mechanical behaviour of soils under plane strain. ...
Many field problems in soils approximate plane strain conditions. Conventional laboratory practice, ...
Small scale laboratory experiments, in which the specimen is considered to represent an element of s...
The Soil Mechanics Laboratory of The Hong Kong Polytechnic University houses both conventional and a...
Recently developed medium-sized torsional shear apparatus at Institute of Industrial Science. Univer...
The compound behavior of geogrid reinforced soil is very complex as two completely different materia...
AbstractA series of medium-scale and large-scale triaxial and unconfined compression tests was condu...
This paper evaluates in-soil tensile load-strain characteristics of geogrids with the help of a cust...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. Ph.D.MICROFICHE COP...
Samples of a sandy soil reconstituted by Proctor compaction were investigated under different isotr...
Confidence in the design of reinforced retaining structures is based on a limited body of experiment...
The properties of weakly bonded soil have been studied experimentally, mainly by an extension of rec...
This paper presents a brief review of true triaxial apparatuses (TTAs) developed in the past and the...
This paper presents the development of a method using local deformation transducers (LDTs) to locall...