Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 8. Journal of geotechnical and geoenvironmental engineering (ASCE) - Août 2010
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 8. Journal of geotechnical and geoenvironmental engineering (ASCE) - Août 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/10/2010 |
Dépouillements
Article : texte imprimé
Dennis G. Grubb, Auteur ;
Maria Chrysochoou, Auteur ;
Charles J. Smith, Auteur
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This study presents the results of a treatability study for dredged material (DM) stabilization using 20 combinations of pozzolanic agents (lime, cement kiln dust, high alkali and slag cements, and fly ash). The DM consisted of CH/OH soil excava[...]
Article : texte imprimé
Dennis G. Grubb, Auteur ;
Nicholas E. Malasavage, Auteur ;
Charles J. Smith, Auteur
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This study presents the results of a detailed geotechnical evaluation of six stabilized dredged material (SDM) blends incorporating various combinations of lime, cement kiln dust, high alkali and slag cements, and Class F fly ash. The dredged ma[...]
Article : texte imprimé
Maria Chrysochoou, Auteur ;
Dennis G. Grubb, Auteur ;
Kelly L. Drengler, Auteur
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The prior two papers in this series reported on the geoenvironmental and geomechanical properties of 20 stabilized dredged material (SDM) blends using dredged material (DM) from the U.S. Army Corps of Engineers Craney Island confined disposal fa[...]
Article : texte imprimé
Jorge G. Zornberg, Auteur ;
John S. McCartney, Auteur
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A new centrifuge permeameter was developed with the specific objective of expediting the measurement of the hydraulic characteristics of unsaturated soils. The development, theoretical basis, and typical results associated with using the centrif[...]
Article : texte imprimé
John S. McCartney, Auteur ;
Jorge G. Zornberg, Auteur
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This paper presents the hydraulic characteristics of an unsaturated, compacted clay, including its soil-water retention curve (SWRC) and hydraulic conductivity function (K function), determined using a new centrifuge permeameter developed at the[...]
Article : texte imprimé
Robert Y. Liang, Auteur ;
Ehab S. Shatnawi, Auteur
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Most of the rock medium possesses intrinsic grain orientation or preferred bedding and joint directions, thus requiring the use of at least transverse isotropy to describe its elastic behavior. This paper presents a series of charts, based on ex[...]
Article : texte imprimé
C. C. Schuettpelz, Auteur ;
D. Fratta, Auteur ;
T. B. Edil, Auteur
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The mechanical performance of pavement systems depends on the stiffness of subsurface soil and aggregate materials. The moduli of base course, subbase, and subgrade soils included in pavement systems need to be characterized for their use in the[...]
Article : texte imprimé
James L. Hanson, Auteur ;
Nazli Yesiller, Auteur ;
Shawna A. Von Stockhausen, Auteur
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Compaction characteristics of municipal solid waste (MSW) were determined in the laboratory and in the field as a function of moisture content, compactive effort, and seasonal effects. Laboratory tests were conducted on manufactured wastes using[...]
Article : texte imprimé
Y. M. Cheng, Auteur ;
Z. H. Zhao, Auteur ;
Y. J. Sun, Auteur
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The interslice force function f(x) is a major assumption of the limit equilibrium method, which is important but has not been adequately considered in the past. In this paper, f(x) is taken as the control variable, and the upper and lower limits[...]
Article : texte imprimé
Harald Klammler, Auteur ;
Michael McVay, Auteur ;
David Horhota, Auteur
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Load and resistance factor design (LRFD) is a method that aims at meeting specified target reliabilities (probabilities of failure) of engineered systems. The present work focuses on ultimate side friction resistance for axial loads on single cy[...]
Article : texte imprimé
Yit-Jin Chen, Auteur ;
Yun-Hsuan Lee, Auteur
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Representative interpretation criteria are examined to evaluate the capacity of nonrigid drilled shaft foundations under lateral loading. A wide variety of lateral load test data are used for analysis, and these data are divided into drained and[...]
Article : texte imprimé
L. F. Gonzalo Vasquez, Auteur ;
Dilip R. Maniar, Auteur ;
John L. Tassoulas, Auteur
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We outline the development of a computational procedure for finite-element analysis of suction-caisson behavior, highlighting its unique features and capabilities. The procedure is based on a description of clayey soil as a two-phase medium: a w[...]
Article : texte imprimé
Chungsik Yoo, Auteur
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This paper presents the results of a numerical investigation into the performance of geosynthetic-encased stone columns (GESCs) installed in soft ground for embankment construction. A three-dimensional finite-element model was employed to carry [...]
Article : texte imprimé
Moon S. Nam, Auteur ;
Cumaraswamy Vipulanandan, Auteur
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Modern methods for designing drilled shafts in soft rock require knowledge of the compressive strength and modulus of the rock. However, rock jointing at many sites prohibits the recovery of samples of sufficient length and integrity to test roc[...]
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