Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 3. Journal of geotechnical and geoenvironmental engineering (ASCE): Formerly Journal of Geotechnical Engineering - Mars 2011
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 137 N° 3. Journal of geotechnical and geoenvironmental engineering (ASCE): Formerly Journal of Geotechnical Engineering - Mars 2011 |
| Type de document : | Bulletin |
| Paru le : | 23/05/2011 |
Dépouillements
Article : texte imprimé
Richard J. Finno, Auteur ;
Wanjei Cho, Auteur
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This paper presents the results of an experimental program to investigate recent stress-history effects on small-strain stiffness of lightly overconsolidated compressible Chicago glacial clays. Stress-probe tests with different recent stress his[...]
Article : texte imprimé
Ellen M. Rathje, Auteur ;
Gokhan Saygili, Auteur
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Permanent sliding displacements are used to evaluate the seismic stability of earth slopes, and current practice utilizes a pseudoprobabilistic approach to predict the expected sliding displacement. The pseudoprobabilistic approach specifies a d[...]
Article : texte imprimé
Kallol Sett, Auteur ;
Berna Unutmaz, Auteur ;
Kemal Onder Cetin, Auteur
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In this paper, recently developed probabilistic elastoplasticity was applied in simulating cyclic behavior of clay. A simple von Mises elastic–perfectly plastic material model was used for simulation. Probabilistic soil parameters, elastic shear[...]
Article : texte imprimé
J. Zhang, Auteur ;
J.-M. Zhang, Auteur ;
Wilson H. Tang, Auteur
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The performance of a slope, such as surviving a certain groundwater condition, can be viewed as the outcome of a full-scale test performed directly on the slope and may provide valuable information for safety assessment, upgrading analysis, and [...]
Article : texte imprimé
Kuo-Hsin Yang, Auteur ;
Jianye Ching, Auteur ;
Jorge G. Zornberg, Auteur
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A narrow mechanically stabilized earth (MSE) wall is defined as a MSE wall placed adjacent to an existing stable wall, with a width less than that established in current guidelines. Because of space constraints and interactions with the existing[...]
Article : texte imprimé
Emilio Bilotta, Auteur ;
Gianpiero Russo, Auteur
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Buildings founded in proximity to shallow tunnels under construction may be damaged by the ground displacements induced by tunneling. This is a matter of concern for design, and a variety of protective interventions are currently adopted to prev[...]
Article : texte imprimé
Timothy D. Stark, Auteur ;
Erik J. Newman, Auteur ;
Gregory de la Pea, Auteur
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Distress in two housing developments was caused by a deep bedrock landslide triggered by placement of a large upslope fill. The large fill was placed to create a visual barrier between the upslope development and downslope housing developments a[...]
Article : texte imprimé
Scott J. Brandenberg, Auteur ;
Pirooz Kashighandi, Auteur
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Finite-element simulations demonstrate the influence of underlying weak soil on mobilization of passive pressures in cohesionless deposits. Traditional passive earth pressure theories with typical angles of interface friction may overestimate pa[...]
Article : texte imprimé
Yinghui Tian, Auteur ;
Mark J. Cassidy, Auteur
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The use of the plasticity theory offers an attractive framework to encapsulate the behavior of a pipe and the underlying soil in terminology consistent with pipeline structural analysis. Models that express the pipe-soil behavior purely in terms[...]
Article : texte imprimé
T. Moço Ferreira, Auteur ;
P. Fonseca Teixeira, Auteur ;
R. Cardoso, Auteur
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High-speed ballasted track design standards usually require the use of sand and gravel layers as subballast to fulfill an accurate protection of the formation layers, not only against traffic loads, but also against the effects of weather. Seaso[...]
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