Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°10. Journal of geotechnical and geoenvironmental engineering (ASCE) - Octobre 2008
| Titre : | Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°10. Journal of geotechnical and geoenvironmental engineering (ASCE) - Octobre 2008 |
| Type de document : | Bulletin |
| Paru le : | 08/11/2008 |
Dépouillements
Article : texte imprimé
Jean-Louis Briaud, Auteur
|
This lecture presents four case history examples of erosion processes. Because the topic of soil and rock erosion is relatively underdeveloped in geotechnical engineering, an introduction precedes the case histories to describe some fundamental [...]
Article : texte imprimé
Evan C. Hsiao, Auteur ;
Matt Schuster, Auteur ;
C. Hsein Juang, Auteur
|
In this paper, the excavation-induced settlement determined by the KJHH model, a recently developed semiempirical model, is used to assess the serviceability reliability of adjacent buildings. The calculated settlement, considered as the load in[...]
Article : texte imprimé
Yit-Jin Chen, Auteur ;
Hsin-Wen Chang, Auteur ;
Fred H. Kulhawy, Auteur
|
Representative interpretation criteria are examined to evaluate the capacity of drilled shaft foundations under axial uplift loading. A wide variety of uplift load test data are used, and these data are divided into drained and undrained databas[...]
Article : texte imprimé
Ranjan Satyamurthy, Auteur ;
Mysore S. Nataraj, Auteur ;
Kenneth L. McManis, Auteur
|
“Brownfields” are real estate properties with subsurface or surface contamination. The redevelopment of Brownfields is required to clean, improve, and protect the environment. Pile foundations are often used in Brownfields and other contaminated[...]
Article : texte imprimé
Christopher A. Bareither, Auteur ;
Tuncer B. Edil, Auteur ;
Craig H. Benson, Auteur
|
This study evaluated the effects of physical characteristics and geologic factors on the shear strength of compacted sands from Wisconsin that are used as granular backfill for mechanically stabilized earth walls and reinforced soil slopes. Phys[...]
Article : texte imprimé
Carmine P. Polito, Auteur ;
Russell A. Green, Auteur ;
Jongwon Lee, Auteur
|
This paper discusses the applicability of two simple models for predicting pore water pressure generation in nonplastic silty soil during cyclic loading. The first model was developed by Seed et al. in the 1970s and relates the pore pressure gen[...]
Article : texte imprimé
Da Ha, Auteur ;
Tarek H. Abdoun, Auteur ;
Michael J. O’Rourke, Auteur
|
Permanent ground deformation is a severe hazard for continuous buried pipelines. This technical paper presents results from four centrifuge tests designed to investigate the influence of pipe-fault orientation on pipe behavior under earthquake f[...]
Article : texte imprimé
Da Ha, Auteur ;
Tarek H. Abdoun, Auteur ;
Michael J. O’Rourke, Auteur
|
Permanent ground deformation is a severe hazard for continuous buried pipelines. This technical paper presents results from four centrifuge tests designed to investigate the influence of pipe-fault orientation on pipe behavior under earthquake f[...]
Article : texte imprimé
Y. H. Wang, Auteur ;
C. M. Mok, Auteur
|
In this paper, experimental studies using a true triaxial apparatus and a bender element system, and numerical simulations based on the discrete element method (DEM) were used to investigate the stress- and fabric-induced shear-stiffness anisotr[...]
Article : texte imprimé
A. Kurtulus, Auteur ;
K. H. Stokoe II, Auteur
|
A new field test method to evaluate in situ nonlinear shear modulus of soils was developed. The method utilizes a drilled shaft as a cylindrical, axisymmetric source for shear loading of soil at depth. The applicability of the test method was st[...]
Article : texte imprimé
Degrande, Geert, Auteur ;
Sayed Ali Badsar, Auteur ;
Geert Lombaert, Auteur
|
The spectral analysis of surface waves (SASW) method aims to determine the small strain dynamic soil characteristics of shallow soil layers. The method involves an in situ experiment, the determination of an experimental dispersion curve, and th[...]
Article : texte imprimé
Jejung Lee, Auteur ;
Howard W. Reeves, Auteur ;
Charles H. Dowding, Auteur
|
Computer simulations often are used to design and to optimize groundwater remediation systems. We present a new computationally efficient approach that calculates the reliability of remedial design at every location in a model domain with a sing[...]
Article : texte imprimé
Deepankar Choudhury, Auteur ;
Rajeev Kumar Bharti, Auteur ;
Siddharth Chauhan, Auteur
|
For an efficient and economical design of a railway track system, it is necessary to understand the behavior of each track component with special reference to ballast and subgrade, which play a pivotal role in distributing the large, cyclic whee[...]
Article : texte imprimé
Ashraf A. Ahmed, Auteur
|
This research investigated seepage flow through leaky dams using the well known finite-element method. Different areas, locations, and hydraulic conductivities of leaks were examined. An area of leak, equal to 4.4% of the core area, increased th[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
