The performance of Çark Canal in the 1999 M = 7.5 Kocaeli earthquake was evaluated using common liquefaction vulnerability index (LVI) methods, a nonlinear dynamic analysis (NDA) method, and a Newmark sliding block method to examine possible factors contributing to why different analysis approaches often overestimate liquefaction effects in …
WhatsApp: +86 18221755073"Dynamic in situ nonlinear inelastic response of a deep medium dense sand deposit." J. Geotech. Geoenviron. Eng. 147 (6): 04021039. https ... L. Chen, S. Dashti, A. Ghofrani, M. Taiebat, and P. Arduino. 2018. "Site response in a layered liquefiable deposit: Evaluation of different numerical tools and methodologies with centrifuge ...
WhatsApp: +86 18221755073ISHIHARA, K., & YOSHIMINE, M. (1992). Evaluation of settlements in sand deposits following liquefaction during earthquakes. SOILS AND FOUNDATIONS, 32(1), 173–188 ...
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WhatsApp: +86 18221755073Evaluation of the natural radioactivity level of Nigerian tar sand deposits, eastern Dahomey basin, southwestern Nigeria March 2016 Nuclear Technology and Radiation Protection 31(1):79-88
WhatsApp: +86 18221755073Abstract. Internal cooling structures for gas turbine engines are becoming more complicated to push the hot gas temperature as high as possible, which, however, allows particulates drawn into the coolant air to be more readily to deposit within these passages and thus greatly affect their flow loss and thermal performance. In this study, internal swirl cooling …
WhatsApp: +86 18221755073Price, average value, dollars per metric ton 8.41 8.83 9.14 9.32 9.59 Employment, mine and mill, number. 4. 35,300 36,500 38,600 39,600 36,300 Net import reliance ... The most important …
WhatsApp: +86 18221755073Simplified methods of analysis are proposed for estimating probable settlements in either saturated or unsaturated sand deposits subjected to earthquake shaking. It is suggested that the primary factors controlling induced settlement are the cyclic stress ratio and maximum shear strain induced in saturated sands by the earthquake shaking and the cyclic strains induced in …
WhatsApp: +86 18221755073Determination of the lateral earth pressure coefficients at-rest (K 0) in natural soil deposits is an important issue in geotechnical and geological engineering.In this study, evaluation of this parameter in a granular soil deposit was examined by using two anisotropic components of the S-wave velocity (SV and SH-wave components).
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WhatsApp: +86 182217550733) K. Ishihara, M. Yoshimine, Evaluation of settlements in sand deposits following liquefaction during earthquakes Soils and Foundations 32: 1 (1992) 173-188 Ishihara, K. and Yoshimine, M. (1992): “Evaluation of settlements in sand deposits following liquefaction during earthquakes,†Soils and Foundations, Vol. 32, No. 1, pp. 173-188.
WhatsApp: +86 18221755073Numerical simulation results of dry and saturated sand deposits subjected to both unidirectional and bidirectional seismic shearing were carried out and compared to quantify the increase of shear-induced volumetric response during shaking. ... Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils Found, 32 ...
WhatsApp: +86 18221755073The cooperative program between the Oklahoma Geological Survey and the U. S. Department of Energy has permitted evaluation of specific tar-sand deposits in Carter and Murray counties, Oklahoma. The Sulphur deposit was evaluated by a combination of industry and DOE-OGS boreholes. Bitumen content of the cores varied from 0 to 13 wt %, and ...
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WhatsApp: +86 18221755073fully characterizing the eolian sand deposits near Hazen and Stanton in west‐central North Dakota. (Anderson, 2019). It was concluded therein that the sand deposits in the Hazen and Stanton dune fields may be suitable for use as proppant sand.
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WhatsApp: +86 18221755073To mitigate liquefaction and its associated soil deformations, ground improvement techniques were adopted in field to reinforce saturated sand deposits. Sand Compaction Pile (SCP) is one such popular proven treatment to improve liquefaction resistance of sandy deposits. Installation of sand compaction piles improves soil density and rigidity which further enhance …
WhatsApp: +86 18221755073Sand mining from rivers and marine ecosystems " can lead to erosion, salination of aquifers, loss of protection against storm surges and impacts on biodiversity, which pose a threat to livelihoods through, among …
WhatsApp: +86 182217550736) Y. Shamoto, M. Sato, Evaluation of liquefaction-induced settlements in sand deposits Proceedings, Symposium on Deformation Behavior of Soil Deposits under Cyclic Loading (1990) JSSMFE 15-18 (in Japanese) Shamoto, Y. and Sato, M. (1990): “Evaluation of liquefaction-induced settlements in sand deposits,†Proceedings, Symposium on ...
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WhatsApp: +86 18221755073Impedance spectra of steel surfaces with sand deposit after 1 h exposure in CO 2 saturated test solutions at 30 °C; (A) Nyquist plots for steels in solution containing no inhibitor, CPC and DPC ...
WhatsApp: +86 18221755073The three main strata at the site are, as shown on Fig. 2: a surficial fill of predominantly sands and silts about 1 m thick; a stratum of interbedded sands, silts, and clays extending to depths of about 7 m; and an underlying stratum of dense sands. The interbedded stratum is comprised of Holocene fluvial
WhatsApp: +86 18221755073Potential of Sand Deposits 9 2 7.2 CONCLUSIONS 95 8 EVALUATION OF LIQUEFACTION POTENTIAL FOR LEVEL GROUND RECOMMENDED APPROACH 100 8.1 INTRODUCTION 10 0 8.2 BASIC INFORMATION 10 0 8.3 EVALUATION OF THE LIQUEFACTION POTENTIAL 101 8.3.1 Initial Assessment Based on Empirical Data 101 8.3.2 Analytical Evaluation of …
WhatsApp: +86 18221755073REFERENCES Abdel-Rahman, I.F., 2002. Physical and chemical characteristics of silica sand deposits (white sand) of Wadi Watir region, Sinai. Acta Mineralogical- Petrographica, Szeged, 43:pp. 79-83. Abdel-Rahman, I. F., and El Shennawy, A. A. 2012. Improvement of Low-Grade Silica Sand Deposits in Um Bogma Area-West Central Sinai, Egypt.
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WhatsApp: +86 18221755073Semantic Scholar extracted view of "Evaluation of Settlements in Sand Deposits Following Liquefaction During Earthquakes" by et al.
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