2 edition of Elastic-plastic stability analysis of mine-waste embankments found in the catalog.
Elastic-plastic stability analysis of mine-waste embankments
Ernest L. Corp
Published
1975
by U.S. Dept. of the Interior, Bureau of Mines in [Washington]
.
Written in
Edition Notes
Bibliography: p. 86-95.
| Statement | by Ernest L. Corp, Robert L. Schuster, and Michael M. McDonald. |
| Series | Report of investigations -- 8069, Report of investigations (United States. Bureau of Mines) -- 8069. |
| Contributions | Schuster, Robert L., McDonald, Michael M., United States. Bureau of Mines |
| The Physical Object | |
|---|---|
| Pagination | vi, 98 p. : |
| Number of Pages | 98 |
| ID Numbers | |
| Open Library | OL22418944M |
The book follows the sequence of a waste storage facility life cycle and also considers the use of mine waste as a construction material. The text is supported by typical test results, worked. General. A proper stability analysis cannot be performed without knowing the potential planes of weakness beneath the structure, the strength of the materials along potential planes of weakness, uplift forces that occur on the structure or on planes of weakness, the strength of backfill materials, and all loads and load conditions to which the.
Liquefaction-induced ground displacements resulting from earthquake shaking are a major cause of damage to earth structures comprising of or underlain by loose saturated sands. A number of dams have failed due to liquefaction-induced deformations. Examples of these are the failures of eleven tailings dams in Chile during the March earthquake and the Mochikoshi tailings dams in Japan due Cited by: 1. - Free download as PDF File .pdf), Text File .txt) or read online for free. fyi.
It is noted that the biggest first quake with whopping M = occurred at an epicentre under the sea km off the coast of Sendai, followed by the second largest event K. Ishihara () Research and Development Initiative, Chuo University, Tokyo, Japan e-mail: [email protected] T. Kamata Chemical Grouting Co. Ltd, Tokyo, Japan e-mail: [email. Biblioteca en línea. Materiales de aprendizaje gratuitos. Ninguna Categoria; Ver pdf - Real Academia Sevillana de Ciencias.
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Additional Physical Format: Online version: Corp, Ernest L. Elastic-plastic stability analysis of mine-waste embankments (OCoLC) Material Type. Seepage forces computed by a finite-element flow program are combined with gravity forces in an elastic-plastic stress-analysis program to determine the stability of mine-waste slopes.
Computer output provides a cross-sectional plot of the dam or embankment showing the safety factors for each element. Seepage forces computed by a finite-element flow program are combined with gravity forces in an elastic-plastic, stress-analysis program to determine the stability of mine-waste slopes.
Computer output provides a cross-sectional plot of the dam or embankment showing the safety factors for each element. Seepage forces computed by a finite-element flow program are combined with gravity forces in an elastic-plastic, stress-analysis program to determine the stability of mine-waste slopes.
Elastic-plastic stability analysis of mine-waste embankments / ([Washington]: U.S. Dept. of the Interior, Bureau of Mines, []), by Ernest L. Corp, Michael M.
McDonald, Robert L. Schuster, and United States. Bureau of Mines (page images at HathiTrust). The most important part of the stability analysis is determining what you are trying to model (or: What problem are you trying to solve?). In the case of mine waste facilities, the objectives are simple: Design the structure such that it will retain the material behind it, and still be stable.
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Book. Full-text available Elastic-Plastic Stability Analysis of Mine-Waste Embankments. Article. program are combined with gravity forces in an elastic-plastic, stress-analysis program to.
Civil Engineering - Software - Spreadsheets - Design Codes - eBooks - Tutorials Đối với những người trong nghề thì đây là một kho tàng vô gía, nhưng với những người không cần tới thì chẳng có gía trị gì cả.
Download links tôi lượm từ trong net nên nếu links có. EPA/ May COAL PREPARATION ENVIRONMENTAL ENGINEERING MANUAL by David C. Nunenkamp J.J. Davis Associates Westpark Drive McLean, Virginia Contract No. Program Element No.
EHE EPA Project Officer: Mark J. Stutsman Industrial Environmental Research Laboratory Office of Energy, Minerals, and Industry Research Triangle Park. Traditional design approaches in civil engineering mainly focus on codes/guidelines related to building an infrastructure, while performance-based analysis (PBA), an emerging new reality around the world, focuses on the performance of the end product.
Professional organizations, academicians, and the industry have made significant contributions in formulating PBA in various civil engineering Author: Said M.
Easa, Wai Yeung Yan. The various terms in equation (1) can be expressed in terms of the appropriate strain increment and its work conjugate stress. In particular, the shear stress q has to be regarded as the sum of two terms: q D, which is the shear stress that produces frictional energy dissipation; and q R, the reaction shear stress that is needed to drive the particles over each other against the applied Cited by: 5.
Centrifuge model tests allow them to be considered. Malushitsky's tests (Schofield,63) let mine waste heaps be cut back to slopes more steep than would be allowed by a ‘safe’ soil mechanics calculation.
The tests allowed safety authorities to reduce the environmental impact of the works and to save cost to the by: 5. Full text of "Monthly catalog of United States government publications" See other formats. Full text of "Selected water resources abstracts" See other formats.
The formulation of the elastic-plastic constitutive matrix. Incremental formulation of the finite element equations using the principle of the virtual displacements. The theory of plastic limit loadings (static, and kinematic). Elastic plastic torsion of rods (Naday's sand hill theory.
FEM analysis of elastic-plastic plates. iit_kgp_06_07 - Free ebook download as PDF File .pdf), Text File .txt) or read book online for free.
@article {, title = {Automated Analysis of Pedestrians{\textquoteright} Nonconforming Behavior and Data Collection at Urban Crossings}, journal = {Transportation Research Record: Journal of the Transportation Research Board }, year = {In Press}, author = {M.
Zaki and Sayed, T.} } @article {, title = {BIM-Based Building Design Coordination: Processes, Bottlenecks, and Tools}, journal. Revision - 00 เล่มที่ 32/ Case Examples of Stability in Surface Mining Victor L.
Kastner State of the Art Open Pit Slope Stability Investigation of the Hasancelebi Iron Ore Deposit, Turkey, Caner Zanbak, Kemal A. Erguvanli, The Role of Slope Stability in the Economics, Design and Oper-Erdogan Yuzer, and Mahir Vardar ation of Open Pit Mines—An Update, Michael R.
Joints and discontinuities and interface elements Incompressibility Analysis of mining spoil pile stability (Richards et al., ; Richards, ) Post excavation stresses Computed stresses and safety factor Modelling progressive failure in slopes of strain-softening soil Brief overview of available methods Overstressed.stability analysis showed that the corner is currently stable, but an additional rock fill bank on the downstream toe is required for future raisings.
KEYWORDS: tailings dams, curved embankments, cracks, internal erosion.Analysis of the Landslide The theory presented above provides tools for a simplified inverse stability analysis of the Brattas, St.
Moritz Landslide. Init was applied by Puzrin and Sterba () to the monitored displacement data available at that time (in the lower m of the landslide).
