Laboratory Evaluation Soil Mechanics Indices on Permeability Anisotropic of Non-uniform Coarse Particles: Emphasis on Grading, Shape Factor and Compaction

Authors

1 Coastal,port and marine science Engineering Department, , Khorramshahr University of Marine Science and Technology

2 River and Coastal Engineering Department, Khorramshahr University of Marine Science and Technology

Abstract

    Geotechnical parameters is of one of the most important indices on the topics of engineering geology. Therefore, the purpose of industrial development and structural, geotechnical engineering and geological information provide a comprehensive database is essential.The permeability is one of the most important physical properties of soil that has been used in geotechnical engineering. Soil permeability generally depends on two factors, one factor is soli properties contains porosity, The surface roughness of solid particles, Saturation and another factor is fluid (water) properties which passes through the soil. In order to do research The design and testing device for measuring horizontal and vertical permeability In the case of coarse particles. In this study, three non-uniform samples is selected for test. The results show the permeability anisotropy for non-uniform sample is between 1.32-3.5 also with increasing the uniform coefficient the rate of anisotropy permeable decreased. Also in the non-uniform samples with the increases percentage of fine particles (particles with a diameter smaller than 4.75 mm) decreases the permeability anisotropy. According to results The use of fine particles in the implementation of various schemes marine structures is recommended.
 

Keywords

References

بهروزی. ف.، احدیان.ج.،1393، برآورد شاخص فشردگی، تورم و پیش بارگذاری خاک­های رسی-گچی در حضور ترمیم کننده ویژه، مجله زمین شناسی کاربردی پیشرفته.شماره 11، ص 10-17.
شیرین سامانی. ش، ارومیه ای .ع، محمدرضا نیکودل.م.،1393،  بررسی تاثیر خصوصیات زمین شناسی مهندسی سنگ دانه ها بر تراکم پذیری. فصلنامه زمین شناسی ژئوتکنیک، سال دهم، شماره 4، ص 265-276.
قزی. ا، حافظی مقدس. ن، صادقی. ح، غفوری. م، لشکری پور. غ.، 1394. بررسی تأثیر زمین ریخت شناسی بر روی ویژگی های زمین شناسی مهندسی نهشته های آبرفتی شهر مشهد. زمین شناسی مهندسی و محیط زیست، سال بیست و چهارم، 94، 17-28.
مزینانی.و.، فرقانی تهرانی.گ.،1391. تعیین منشاء عناصر در خاک­های اطراف کوره ذوب مس خاتون آباد عرب استان کرمان. مجله زمین شناسی کاربردی، شماره 4، ص 17-29
ASTM. 2011a Standard D2434. Permeability of granular soils (Constant Head). ASTM annual CDs of standards, 04. 08, West Conshohocken, PA.
ASTM. 2006a. ASTM D4253-00. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM int., West Conshohocken, PA. doi:10. 1520/D4253-00R06.
ASTM. 2006b. ASTM D4254-00: Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM int., West Conshohocken, PA. doi:10. 1520/D4254-00.
ASTM  D5856-15:Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter.
Ahmad. N., And Sunada. D.K. Sunada. 1969. Nonlinear flow in porous media. ASCE Journal of the Hydraulics Division, vol.95, HY6, Nov., p.1847-1857.
Bear. J., 1972. Dynamics of Fluids in Porous Media. New York: Dover Publications.
Bagarello. V., Sferlazza, S., and Sgroi. A., 2009. Testing laboratory methods to determine the anisotropy of saturated hydraulic conductivity in a sandy–loam soil. Geoderma 154(1):52–58. Doi:10.106/j.geoderma. 2009.09.012
Esmaeili. M., Ghalndarzadeh., A. and Choobbasti. A.2012 .Behavior of sand-gravel composite with two different preparation method under seismic liquefaction condition. Technical journal of    Engineering and Applied Sciences. ISSN 2051-0853.  
Chapuis. P., Denis . G. and Bass .K.,1989. Laboratory Permeability Test on Sand:Influence of the Compaction Method on Anisotropy," Can . Geotech . J . Vol .26 ,1989.
Chapuis, R.P., and Gill D.E., 1989. Hydraulic anisotropy of homogeneous soils and rocks: Influence of the densification process. Bull. Int. Assoc. Eng. Geol. 39:75-86. Doi: 10.1007/BF02592538.
Chapuis, R.P., D.E. Gill, and Bass. K., 1989. Laboratory permeability tests on sand: Influence of the compaction method on anisotropy. Can. Geotech. J. 26:614-622. Doi:10.1139/t89-074.
Freeze. R.A., and Cherry. J.A., 1979. Groundwater: Upper Saddle River, New Jersey: Prentice-Hall.
Felton. G.K.  and Herrera. N.M., 1995. Design procedure for rockfill dams. Applied Engineering in Agriculture, Applied Engr. In Agri. Vol.11, no.5,p.653-657.
Jun-Jie Wang and Zhen-Feng Qiu 2015. Anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture, Marine Georesources and Geotechnology, DOI: 10.1080/1064119X.2015.1103825
Moore. P. J.,1979. Determination of Permeability Anlsotropy in a Two-Way Permeameter, Geotechnical Testing Journal, GTJODJ, Vol. 2, No. 3, Sept. 1979, pp. 167-169.
PARE.J .J., ARES,R ., CABOT.L ., and GARZON.M., 1982. Large scale permeability and filter tests at LG3. Proceedings, 14th Large Dams, Rio de Janeiro, vol. Q.55, R.7, Congress on pp. 103-122.
Stephenson. D., 1979. ROCKFILL IN HYDRAULIC ENGINEERING. Elsevier Scientific, Amsterdam, 215 pp.
Tejas G. Murthy, Monica Prezzi, Rodrigo Salgado, and Dimitrios Loukidis, Influence Of Densification Method On Some Aspects Of Undrained Silty Sand Behavior 2010. International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Paper 29.
Witt. K. J., and Brauns, J.1983.  Permeability-Anisotropy Due To Particle Shape, J.Geotech. Engrg . ,109(9) ,p: 1181-118.
Advanced Applied Geology
Volume 7, Issue 2
July 2017
Pages 57-64

Files

Share

How to cite

Statistics