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Publications tagged with [dilatometer]

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This paper presents the result of comparison between the modulus of deformation obtained from dilatometer tests and the geomechanical quality of the rock mass using the RMR classification and the basic intact rock properties such as uniaxial compressive strength ...
Reference: Workshop: Underground Works under Special Conditions
This paper presents the result of comparisons between the modulus of deformation obtained from dilatometer tests and the geomechanical quality of the rock mass using the RMR classification ant the basic intact rock properties such as the uniaxial compressive ...
Reference: “Underground Works under Special Conditions” organizado en Madrid el 6 de julio de 2007, por ISRM.
Interrelationships between the flat dilatometer readings (lift-off pressure, p0, and expansion pressure, p1) and piezocone readings (cone tip stress, qt, and penetration porewater pressures, u2) are explored for three soft clay sites. Within the intact regions, ...
Reference: PROCEEDINGS FROM THE SECOND INTERNATIONAL FLAT DILATOMETER CONFERENCE, 2006
This paper presents the result of comparisons between the modulus of deformation obtained from dilatometer tests and the geomechanical quality of the rock mass using the RMR classification and the basic intact rock properties such as the uniaxial compressive ...
Reference: ISP5-PRESSIO 2005 International Symposium
The flat plate dilatometer test (DMT) is well-recognized for its ability to calculate settlements of shallow foundations in a practical manner in soil types ranging from sand to silt to clay. Within the Piedmont physiographic province, an equivalent method ...
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Three case-histories are aimed to show possibilities how to use results of dilatometric measurements of relative displacements on rock cracks to assess actual rock slope instability and to make time-predictions of a rock fall. The prediction of a collapse ...
Filed under: Rock Mechanics -  Rock Falls
Reference: Phys. Chem. Earth (B), Vol. 26, No. 2, pp. 159-167.2001
This paper presents some general information about the exploration and classification of earth materials.
Reference: Transportation in the New Millennium
The non-linear pre-failure behavior of soils influences the results of some insitu tests, in particular the group of tests which cause expansion of a cavity in the soil (the CPT, pressuremeter and dilatometer). Other tests are relatively unaffected by soil ...
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