Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 3. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mars 2012
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 3. Journal of geotechnical and geoenvironmental engineering (ASCE) - Mars 2012 |
| Type de document : | Bulletin |
| Paru le : | 17/05/2012 |
Dépouillements
Article : texte imprimé
D. Kim, Auteur ;
R. Salgado, Auteur
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The use of load and resistance factor design (LRFD) to design geotechnical components of transportation infrastructure in the United States is now mandated by the Federal Highway Administration (FHWA). The advantages of LRFD over working stress [...]
Article : texte imprimé
Timothy D. Stark, Auteur ;
Jeffrey W. Martin, Auteur ;
Gina T. Gerbasi, Auteur
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Subtitle D landfills may contain aluminum from residential and commercial solid waste, industrial waste, and aluminum production wastes. Some aluminum-bearing waste materials, particularly aluminum production wastes, may react with liquid in a l[...]
Article : texte imprimé
Rachelle Howell, Auteur ;
Ellen M. Rathje, Auteur ;
Ronnie Kamai, Auteur
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Drainage methods for liquefaction remediation have been in use since the 1970s and have traditionally included stone columns, gravel drains, and more recently prefabricated vertical drains. This paper presents the results from a dynamic centrifu[...]
Article : texte imprimé
Khiem T. Tran, Auteur ;
Dennis R. Hiltunen, Auteur
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Site characterization for the design of geotechnical structures such as deep foundations is crucial, as unanticipated site conditions still represent the most common and most significant cause of problems and disputes that occur during construct[...]
Article : texte imprimé
Sanjay Nimbalkar, Auteur ;
Buddhima Indraratna, Auteur ;
David Christie, Auteur
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Impact loads generated because of wheel and rail defects cause accelerated ballast breakage leading to adverse performance of ballasted rail tracks. In the present study, experimental and numerical investigations have been carried out to develop[...]
Article : texte imprimé
Ali Ghandeharioon, Auteur ;
Buddhima Indraratna, Auteur ;
Cholachat Rujikiatkamjorn, Auteur
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A series of large-scale laboratory experiments, along with numerical analyses, using the commercial finite-element software package, ABAQUS, were performed to investigate the installation of mandrel-driven prefabricated vertical drains (PVDs). T[...]
Article : texte imprimé
K. Onder Cetin, Auteur ;
H. Tolga Bilge, Auteur
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Semiempirical probabilistic models are described to assess cyclic large strain and induced excess pore-water pressure responses of fully saturated clean sands. For this purpose, available cyclic simple shear and triaxial tests were compiled and [...]
Article : texte imprimé
K. Onder Cetin, Auteur ;
H. Tolga Bilge, Auteur
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More pronounced at relatively smaller magnitude events, significant variations to an extent of a factor of two in magnitude (duration) scaling factors (MSFs) explain the need to further study this issue, which is also recognized and recommended [...]
Article : texte imprimé
Lijun Deng, Auteur ;
Kutter, Bruce L., Auteur ;
Sashi K. Kunnath, Auteur
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In good soil conditions, spread footings for bridges are less expensive than deep foundations. Furthermore, rocking shallow foundations have some performance advantages over conventional fixed-base foundations; they can absorb some of the ductil[...]
Article : texte imprimé
Armin W. Stuedlein, Auteur ;
Tony M. Allen, Auteur ;
Robert D. Holtz, Auteur
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The grade raising associated with the Third Runway Project at Seattle-Tacoma International Airport included construction of tall mechanically stabilized earth (MSE) walls, including the near-vertical, two-tier, 26-m North MSE wall and the near-v[...]
Article : texte imprimé
Kuo, Yu-Chi, Auteur ;
Martin Achmus, Auteur ;
Khalid Abdel-Rahman, Auteur
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Monopiles are used as foundation structures for offshore wind energy towers. To ensure stable behavior of the monopile under cyclic loading conditions, a minimum embedded length is usually required. For this, different design criteria are used, [...]
Article : texte imprimé
Britta Bienen, Auteur ;
Jan Dührkop, Auteur ;
Jürgen Grabe, Auteur
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Piles are required to withstand large lateral loads compared with the imposed vertical loads in certain applications in the offshore environment, such as for foundations for offshore wind turbines or as anchors for floating facilities. Although [...]
Article : texte imprimé
M. El Sawwaf, Auteur ;
A. Nazir, Auteur
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This paper presents an experimental study of the behavior of an eccentrically loaded model ring footing resting on a compacted replaced layer of sand that overlies an extended layer of loose sand. Particular emphasis is placed on the potential b[...]
Article : texte imprimé
Youhu Zhang, Auteur ;
Britta Bienen, Auteur ;
Mark J. Cassidy, Auteur
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Estimation of a footing’s bearing capacity under general loading is a topic of wide interest, especially for the offshore energy industry. Although there have been several studies in the past few decades on shallow footings under general loading[...]
Article : texte imprimé
Enrico Conte, Auteur ;
Antonello Troncone, Auteur
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This paper presents a simplified approach for the analysis of shallow landslides triggered by heavy rainfalls, which occur after a rainy period. On the basis of some analytical solutions, this approach combines a simple infiltration model to cal[...]
Article : texte imprimé
Assessment of sulfate-induced swell in stabilized dredged material : Is ettringite always a problem?
Maria Chrysochoou, Auteur ;
Dennis G. Grubb, Auteur ;
Nicholas E. Malasavage, Auteur
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This paper is the last in a series related to pozzolanically stabilizing dredged material (DM) using up to 20 different combinations of lime, cement kiln dust (CKD), fly ash (FA), Portland cement (PC), and slag cement. The fine-grained nature of[...]
Article : texte imprimé
Alessandro Graziani, Auteur ;
Daniela Boldini, Auteur
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The design of deep tunnels underneath the water-table in clayey soils should carefully take into account the influence of pore pressures and seepage forces on the stability of the excavation and on the loading conditions of the support systems. [...]
Article : texte imprimé
Jyant Kumar, Auteur
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The vertical uplift resistance for a group of two horizontal coaxial rigid strip anchors embedded in clay under undrained condition has been determined by using the upper bound theorem of limit analysis in combination with finite elements. An in[...]
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