Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 6. Journal of geotechnical and geoenvironmental engineering (ASCE) - Juin 2012
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 138 N° 6. Journal of geotechnical and geoenvironmental engineering (ASCE) - Juin 2012 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2012 |
Dépouillements
Article : texte imprimé
Min-Gyun Park, Auteur ;
Tuncer B. Edil, Auteur ;
Craig H. Benson, Auteur
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Data from bench-scale composite liner experiments were compared with predictions made with two models, a finite-difference model and a semianalytical model, used to predict volatile organic compound (VOC) transport through composite liners. Tran[...]
Article : texte imprimé
Christopher A. Bareither, Auteur ;
Ronald J. Breitmeyer, Auteur ;
Craig H. Benson, Auteur
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The Deer Track Bioreactor Experiment (DTBE) was a field-scale experiment conducted in a drainage lysimeter (8.2-m height, 2.4-m diameter) to assess the physical, chemical, and biological response of municipal solid waste with leachate addition. [...]
Article : texte imprimé
M. J. Chappel, Auteur ;
R. W. I. Brachman, Auteur ;
W. A. Take, Auteur
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Wrinkles are buckles or waves that develop from restrained thermal expansion when the geomembrane is left exposed to solar heating. Wrinkles can substantially reduce the effectiveness of the geomembrane as a hydraulic barrier if a hole is at or [...]
Article : texte imprimé
G. Mesri, Auteur ;
A. Q. Khan, Auteur
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The use of vacuum as a preload together with vertical drains to reduce postconstruction settlement and increase the shear strength of soft ground is increasingly popular. However, conflicting views concerning preloading by vacuum consolidation c[...]
Article : texte imprimé
K.-M. Kim, Auteur ;
J.-L. Briaud, Auteur ;
R. Bligh, Auteur
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Millions of square meters of mechanically stabilized earth (MSE) retaining walls are constructed annually in the United States. For highway applications, a roadside barrier system is placed at the edge of the wall. This barrier system generally [...]
Article : texte imprimé
Ya-Fen Lee, Auteur ;
Yun-Yao Chi, Auteur ;
C. Hsein Juang, Auteur
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In this paper a knowledge-based clustered partitioning technique is developed for determining reliability index and failure probability of rock wedge. Here, the a reliability index is analyzed and the optimization is carried out using a knowledg[...]
Article : texte imprimé
Armin W. Stuedlein, Auteur ;
William J. Neely, Auteur ;
Thomas M. Gurtowski, Auteur
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Although a variety of methods exist to estimate axial capacity for augered cast-in-place piles, they are generally limited to allowable stress design (ASD) procedures, with little consideration of design reliability. This paper describes the add[...]
Article : texte imprimé
Song-Yu Liu, Auteur ;
Yan-Jun Du, Auteur ;
Yao-Lin Yi, Auteur
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The soil cement deep mixing method has been used to improve soft clayey soils under embankment loading conditions. A compacted granular fill layer or geosynthetic reinforcement layer is placed over the top of soil cement deep mixed (DM) columns [...]
Article : texte imprimé
Jinyuan Liu, Auteur ;
Mingliang Liu, Auteur ;
Zhende Zhu, Auteur
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This paper presents an experimental investigation on soil deformation around uplift plate anchors in sand by using digital image correlation (DIC). The experimental setup consists of a camera, loading frame, plexiglass mold, and computer, which [...]
Article : texte imprimé
T. Kokusho, Auteur ;
S. Nakashima, Auteur ;
A. Kubo, Auteur
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An in situ test program was undertaken to systematically investigate the effectiveness of the heavy compaction method (HCM) normally used for sandy soils for compacting fly ash deposit. Measurements of soil performance and cone penetration tests[...]
Article : texte imprimé
Takaji Kokusho, Auteur ;
Fumiki Ito, Auteur ;
Yohta Nagao, Auteur
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The objective of the study presented herein is the development of an understanding of the influence of non/low-plastic fines and associated aging effects on the penetration resistance (qt) and liquefaction resistance (RL) of sandy soils. Towards[...]
Article : texte imprimé
Binod Tiwari, Auteur ;
Beena Ajmera, Auteur
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Compressibility of a soil mass is among the most important geotechnical properties that is widely used during the design of geotechnical structures. Various regression equations have been proposed by numerous researchers in the past to estimate [...]
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