Add to ORKGResults of laboratory researches of clay soil creepage according to regulations of N.N. Maslov's physicotechnical theory are stated. Tests were conducted at constant speed of deformation and continuous registration of vertical and horizontal deformations and pressure. Dependence of durability and creepage parameters from duration of preliminary condensation is established
Many of the engineering materials, such as behavioral metals, have at least a certain level of linea...
Rheological studies of soils were carried out by S.S. Vyalov, M.N. Gol’dshtejn, N.N. Maslov, G.I. Te...
A theoretical as well as laboratory investigation into the creep of soil at different temperatures i...
As more and more constructions are concentrated in densely populated urban areas, there is an increa...
This research is to investigate the time- dependent behavior of a clayey soil-cement. The traixial c...
The drained triaxial creep tests were carriedout to investigate the relationshipsbetween axial strai...
The coefficient of lateral earth pressure at rest (K0) is an important parameter in any geotechnical...
The creep behavior of soft clays is essential in evaluating the long-term deformation of foundations...
International audienceThe creep behavior of soft clays is essential in evaluating the long-term defo...
To study the wetting of a silty clay subgrade in an expressway, many laboratory tests were carried o...
Clayey soils tend to undergo continuous compression with time, even after excess pore pressures have...
A theoretical and experimental investigation into the creep of a sensitive clay under different devi...
The investigation considered effects of on-going or previous drained creep on the low amplitude dyna...
The stress/strain relationship for most engineering materials is known to be time dependent. This is...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Civ.E.MICROFICHE CO...
Many of the engineering materials, such as behavioral metals, have at least a certain level of linea...
Rheological studies of soils were carried out by S.S. Vyalov, M.N. Gol’dshtejn, N.N. Maslov, G.I. Te...
A theoretical as well as laboratory investigation into the creep of soil at different temperatures i...
As more and more constructions are concentrated in densely populated urban areas, there is an increa...
This research is to investigate the time- dependent behavior of a clayey soil-cement. The traixial c...
The drained triaxial creep tests were carriedout to investigate the relationshipsbetween axial strai...
The coefficient of lateral earth pressure at rest (K0) is an important parameter in any geotechnical...
The creep behavior of soft clays is essential in evaluating the long-term deformation of foundations...
International audienceThe creep behavior of soft clays is essential in evaluating the long-term defo...
To study the wetting of a silty clay subgrade in an expressway, many laboratory tests were carried o...
Clayey soils tend to undergo continuous compression with time, even after excess pore pressures have...
A theoretical and experimental investigation into the creep of a sensitive clay under different devi...
The investigation considered effects of on-going or previous drained creep on the low amplitude dyna...
The stress/strain relationship for most engineering materials is known to be time dependent. This is...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Civ.E.MICROFICHE CO...
Many of the engineering materials, such as behavioral metals, have at least a certain level of linea...
Rheological studies of soils were carried out by S.S. Vyalov, M.N. Gol’dshtejn, N.N. Maslov, G.I. Te...
A theoretical as well as laboratory investigation into the creep of soil at different temperatures i...