Correlation between penetration resistance and relative density of
...
by M Cubrinovski - 2001 - Cited by 5
http://ir.canterbury.ac.nz/bitstream/10092/2121/1/12596613_01Cubrinovski-Istanbul-01-ISSMGE.pdf
Page 1 Effects of Fines on Undrained Behaviour of Sands Misko
...
relative density of the soil and the initial state of the soil relative to ... void ratio greater than eo will end up at p' = 0 and exhibit zero steady ... published data on 52 sandy soils obtained from triaxial compression ... Note that emax and emin. Table 1. Properties of the tested soils ... D = 50% e = 0.693 ...
http://ir.canterbury.ac.nz/bitstream/10092/2204/1/12611352_08Cubrinovski-Sacramento08_GSP181-Rep.pdf
Monotonic
and cyclic oedometer tests on sand at high stress levels
stress state or confinement), [2]. Id = emax-e emax-emin. (1) where; emax = maximum possible void ratio, emin = mini- ... 50% by weight (after testing sand soil uniaxially under high ... physical properties of sand (gradation and shape of parti- ... rithm of d50 tends to decrease nonlinearly. As stated earlier, ...
http://www.springerlink.com/index/K5T215941G390436.pdf
Grain
characteristics and engineering properties of coal
ash
data points. Conclusions. The characteristics and properties of coal ashes were ... D50 mean size. ESP electrostatic precipitator. emax,emin void ratio ...
http://www.springerlink.com/index/5MP7BX8HUAQCA3AE.pdf
Soil Mechanics Soil Mechanics
of soil behavior. These index properties are used to form engineering ... If the D50 value is less than 5 mm in diameter it is considered to be ... where emax is the void ratio of the soil in its loosest condition, ..... ratio. Data from the consolidation test are plotted as void ratio against the ...
http://www.csus.edu/indiv/c/cornwell/engineering/9-20-06.pdf
Title:
Particle Shape Effects on Packing Density, Stiffness and ...
by GC Cho - Cited by 37
http://www.fi.uba.ar/materias/6408/santamarina2.pdf
Relative
density and median grain-size correlation from laboratory ...
between emax and emin with the angularity (A) of the soil parti- cles and the uniformity coefficient ... Table 1 shows the test data that includes the fine contents ..... Plot of void ratio (emax, emin, es, and em) versus D50—Eqs. (9), ...
http://jrosspub.metapress.com/index/4PU488813R36P437.pdf
Instrumentation
for bender element testing of soils
D50 mean grain size (mm); e void ratio; emax, emin maximum and minimum void ratio, respectively; ... to predict soils behavior or soil structure interaction during .... material properties are usually measured at frequencies ... to obtain travel time data for the solution of the tomographic ...
http://jrosspub.metapress.com/index/B25R284806U36561.pdf
Manuel on
Estimating Soil Properties for Foundation
Design
soil properties. The engineer is thus presented with the data to make a ...... e - void ratio (usually in-situ) emax " maximum void ratio emin ..... 60 percent of the sample is finer (by weight), D50 = mean grain size = particle ...
http://www.geoengineer.org/EPRI_reports/EL-6800.pdf
In situ
soil testing for prediction of foundation
performance
To measure monotonic soil properties in situ, a new miniature pressuremeter was .... e, emin, emax Void ratio, minimum and maximum void ratio respectively ...... This study attempts to provide new data of in situ stress ..... as unbroken soil), one needs an asperity height H = D50, an asperity shape of an ...
http://www.geoengineer.org/190_ZhaoY.pdf
Use of laboratory data to confirm yield and
liquefied strength ...
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Stress
densification and its evaluation
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Interpretation of in situ test results from the CANLEX sites
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TGEO_A_203471
239..258
recognized, as shown by drained triaxial data on quartz sand in figure 2. ..... particle size D50 ranged from as low as 0.16mm (Mildred ... The void ratio difference (emax -- emin) has been shown to be related to mean ...... Kulhawy, F. H. and Mayne, P. W. Manual on Estimating Soil Properties for ...
http://www.informaworld.com/index/H4722G34783J2T53.pdf
Dependence of
dynamic shear modulus of uniform sands on stress ...
other dynamic characteristics depending on specific soil properties and .... in accordance with Unified Soil Classification System and has maximum void ratio (emax) of. 0.977, minimum void ratio (emin) of 0.605, specific gravity (Gs) of 2.65, ... diameter (D10) of 0.13 mm, and average grain size (D50) of 0.17 mm. ...
http://www.informaworld.com/index/747737203.pdf
EVOLUTION
OF ELASTIC SHEAR MODULUS IN GRANULAR MATERIALS ALONG ...
by C Dano - Cited by 3
http://www.civil.columbia.edu/em2002/proceedings/papers/187.pdf
Contact
Density - Confining stress - Energy to Liquefaction
Both theory and experimental data indicate that the energy required to ... elastic properties is negligible. During drained loading the soil volume changes and, ..... HF-emin,HF) for FC>FCth, where emax.HC=maximum void ratio of the host coarse ... same relationships may be applicable, by replacing Rd by D50/d50. ...
http://www.civil.columbia.edu/em2002/proceedings/papers/428.pdf
Steady-State
Strength, Relative Density, and Fines Content ...
LABORATORY Sus DATA. The soil characteristics for a total of 24 different sandy soils involved in the study and their index properties [maximum void ratio (emax), minimum void ratio (emin), steady-state friction angle. (s), particle sizes at 10 and 50 percent passing (d10 and d50, respec- ...
http://trb.metapress.com/index/X85Q115383337615.pdf
Effects of
Non-Plastic Fines on the Behavior of Loose Sand− An ...
by R GuptaIn their studies of the undrained properties of Brenda tailings sand, ... Where e=overall void ratio of soil; and f =ratio of weight of fines to ... each data point. At a low settlement ratio (S/B) only limited failure is initiated. .... D50. = mean size (mm); emax. = maximum void ratio; emin = minimum void Ratio; ...
http://www.ejge.com/2009/Ppr0912/xPpr0912.pdf
Soil
conditioning for EPBM tunnelling: compressibility behaviour ...
to alter the soil properties of the excavated spoil. Soil .... mean particle diameter d50 = 0.165 mm. Minimum and maximum void ratios for fine sand were calculated as ... which enabled access to the data at any time during the .... void s ratio e f04 f14 f15 f16 f17 f18 f19 f22 f25 f26 f36 f38 emax emin ...
http://www-civil.eng.ox.ac.uk/people/gth/c/c70.pdf
Soil
conditioning for pipejacking and tunnelling:
properties of ...
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Dynamic
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India
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9258 ch
06(185-192).ps
by JC Santamarina - Cited by 6
http://pmrl.ce.gatech.edu/tools/santamarina_cho_2001.pdf
CEEN 3160 – Geotechnical Engineering Final Exam Review – Fall 2009
...
d. 50. 8. The saturated unit weight of a soil is 1.95 g/cc and the ... Assuming both values are expressed as decimal values, when compared to the void ratio the ... A sand has index values as follows: emin = 0.45, emax = 0.75, Gs = 2.70. .... clay layer has the following properties: layer thickness = 5 ft, void ...
http://www.eng.mu.edu/crovettj/courses/ceen3160-02/CEEN3160-FinalExamReview-F09.pdf
Smart geophysical characterization of particulate materials in a
...
response of a soil is uniquely related to the initial void ratio (Roscoe, et al. ... inherent variability of soil properties in natural soil deposits can be very ..... Ottawa F-110 sand (D50 = 0.12 mm, emax = 0.848, emin = 0.535) was used to ... The results are summarized in Table 1, and some data are shown in Fig. ...
http://koasas.kaist.ac.kr/bitstream/10203/7328/1/2005_권태혁_Smart geophysical characterization of particulate materials in a laboratory.pdf
EXPERIMENTAL
STUDY ON SEISMIC BEHAVIOR OF HIGHWAY BRIDGE SYSTEM ...
by K Tamura - Cited by 1
http://www.pwri.go.jp/eng/activity/pdf/reports/tamura021020.pdf
Deformation Properties of Coarse-grained Materials
from Cyclic and ...
The data of loads and displacements were filtered for more .... Properties of the tested materials. CRR. RBG. Density of soil particles p s (g/cm3). 2.93. 2.56. Water content w (%). 0.54. 1.03. Maximum void ratio emax. 0.569. 0.432. Minimum void ratio emin ... D50 (mm). 10.2. 10.2. Uniformity coefficient ...
http://www.pwri.go.jp/eng/ujnr/joint/29/paper/29-2-tsuneo uesaka.pdf
Influence
of seismic cyclic loading history on small strain shear ...
by Y Zhou - 2005 - Cited by 12
http://www.ssgeo.zju.edu.cn/upload/2008_07/08071109101430.pdf
UNDRAINED INSTABILITY OF LOOSE SAND UNDER PLANE-STRAIN CONDITIONS
...
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THE IMPACT OF HYDRATE SATURATION ON THE MECHANICAL, ELECTRICAL
...
by JC Santamarina - Cited by 3
http://www.netl.doe.gov/technologies/oil-gas/publications/2008_ICGH/ICGH_5817_1_41330.pdf
Correlation of
cyclic preloading with the liquefaction resistance
by T Wichtmanni - Cited by 5
http://www.pg.gda.pl/~aniem/pap-zips/pap56.pdf
FE-studies on
shear localization in an anistropic micro-polar ...
by J Tejchman - 2006 - Cited by 14
http://www.pg.gda.pl/~aniem/pap-zips/pap68.pdf
219 6.0 SYNTHESIS OF ALL WORK AND REVISED HYPOTHESIS 6.1 ...
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7 2.0 REVIEW OF PREVIOUS WORK 2.1 Introduction Since 1984, there
...
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Steady
current induced seabed scour around a vibrating pipeline
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http://dspace.imech.ac.cn/bitstream/311007/17094/1/101706.pdf
TENSION TESTS ON
BORED PILES IN SAND
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Liquefaction
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http://cobweb.ecn.purdue.edu/~rodrigo/pubs/journal/27.pdf
DETERMINATION
OF PILE BASE RESISTANCE IN SANDS
performed to obtain basic soil properties. Table 1 shows the soil property profile with depth ...... emax = maximum void ratio; emin = minimum void ratio; ...
http://cobweb.ecn.purdue.edu/~rodrigo/pubs/journal/13.pdf
CHAPTER - 4
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http://db.nzsee.org.nz/PCEE/2003/Print/Paper111p.pdf
Small-strain
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Drained and Undrained Behavior of Fiber-Reinforced Sand Cheng-Wei
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THE EFFECT OF FABRIC ON THE BEHAVIOUR OF GOLD TAILINGS HSIN-PEI
...
2.6.2 Description of soil fabric and fabric elements .... Table 2-4 Summary of grading properties of dispersed gold tailings. (Vermeulen, 2001). ... D50. Effective size in mm where 50% of the material passes ... emax, emin. Maximum and minimum void ratio determined from limiting density test ...
http://upetd.up.ac.za/thesis/available/etd-04072009-184620/unrestricted/00front.pdf
Torsion Shear
Tests on Undrained Deformation of Gravelly
Soil
The variation of emax and emin with increasing ... Often the properties of the soil mixtures ...... Minimum Void Ratio, emin esand of experimental data ...
http://www.mti.gov.bt/dgm/vol7/article1.pdf
Floodwall and Levee Performance Analysis, Physical Modeling
are relative density and permeability. D10. 0.08 mm. D50. 0.15 mm. Specific gravity, Gs. 2.67. Max. void ratio, emax. 0.887. Min. void ratio, emin ...
https://ipet.wes.army.mil/NOHPP/_Post-Katrina/(IPET) Interagency Performance Evaluation TaskForce/Presentations/IPET - ERP Meeting __ 2006.03(Mar)09_10 Vicksburg MS/08 Floodwall and Levee Performance Analysis Physical Modeling.pdf
A
Prediction Method for Residual Excess Pore Pressure Response in
...
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http://www.dpri.kyoto-u.ac.jp/dat/nenpo/no45/02b/b06.pdf
Seismic
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