Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Seracettin Arasan"'
Publikováno v:
Environmental & Engineering Geoscience. 23:1-12
Deep mixing is an improvement method performed in the form of the creation of mixed columns, which includes the in-situ mixing of soil and lime or Portland cement using special equipment (using rigs with counter rotating augers). In this study, a ser
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09d93474e0ca4380612ef57767fdbaba
https://doi.org/10.2113/gseegeosci.23.1.1
https://doi.org/10.2113/gseegeosci.23.1.1
Publikováno v:
Journal of Natural Fibers. 13:299-308
A large number of studies have been conducted recently to investigate the influence of randomly oriented fibers on some engineering properties of cohesive and cohesionless soils. However, few studies have been carried out on fine-grained soils reinfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ca0612a206dfbd7c39bdcf4e3189ef3
https://doi.org/10.1080/15440478.2015.1029188
https://doi.org/10.1080/15440478.2015.1029188
Publikováno v:
Geomechanics and Engineering. 10:95-107
Deep soil mixing with cement and cement-lime mixtures has been widely used for decades to improve the strength of soils. In this study, small-scale laboratory model tests of polymer columns in soft clayey soil were conducted to evaluate the feasibili
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e9bc0682e3133cbf77c452a1cee8178
https://doi.org/10.12989/gae.2016.10.1.095
https://doi.org/10.12989/gae.2016.10.1.095
Autor:
Seracettin Arasan, Omid Nasirpur
Publikováno v:
Geomechanics and Engineering. 8:361-375
Constructions over soft and loose soils are one of the most frequent problems in many parts of the world. Cement and cement-lime mixture have been widely used for decades to improve the strength of these soils with the deep soil mixing method. In thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4974d45fe4e777eb6a0807b2561ed35c
https://doi.org/10.12989/gae.2015.8.3.361
https://doi.org/10.12989/gae.2015.8.3.361
Publikováno v:
Periodica Polytechnica Civil Engineering. 59:405-411
Rapid stabilization of weak soils is one of the important and current topics in geotechnical researches such as military application and stabilization of landslides. Deep mixing is an improvement method applied in the form of creating mixed columns w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53c947ba7aee1527032fdaa2d4f25bc2
https://doi.org/10.3311/ppci.7956
https://doi.org/10.3311/ppci.7956
Publikováno v:
Road Materials and Pavement Design. 12:239-262
The importance of the shape of aggregate particles on their mechanical behavior of bituminous materials is well recognized. In asphalt concrete, the shape of aggregate particles affects the durability, workability, shear resistance, tensile strength,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad4453c78a0c660e9d0ea94b0920087e
https://doi.org/10.1080/14680629.2011.9695245
https://doi.org/10.1080/14680629.2011.9695245
Publikováno v:
Environmental and Engineering Geoscience. 16:401-409
Processed and natural clays are widely used to create impermeable liners in solid waste disposal landfills. Swelling pressure and hydraulic conductivity of clay liners can be significantly affected by the leachate from the waste mass. In this study,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afb9ce9b978f6860ddf2d283b64c9766
https://doi.org/10.2113/gseegeosci.16.4.401
https://doi.org/10.2113/gseegeosci.16.4.401
Publikováno v:
Waste Management & Research: The Journal for a Sustainable Circular Economy. 26:464-473
Due to their low permeability, geosynthetic clay liners (GCLs) and compacted clay liners (CCLs) are the main materials used in waste disposal landfills. The hydraulic conductivity of GCLs and CCLs is closely related to the chemistry of the permeant f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::135c054fe73bb79a658c58853b6b1e2f
https://doi.org/10.1177/0734242x08091586
https://doi.org/10.1177/0734242x08091586
Publikováno v:
Applied Clay Science. 38:23-32
A number of studies have been conducted recently to investigate the influence of randomly oriented fibers on the geotechnical behavior of grained soils. However, very few studies have been carried out on fiber-reinforced clayey soils. Therefore, this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba806020f9d1c6dce3be69094259e353
https://doi.org/10.1016/j.clay.2007.02.001
https://doi.org/10.1016/j.clay.2007.02.001
The engineering characteristics of clay are dependant on its mineral and chemical structure. When the clay soils interacted with water, their volume and shear strength and compressibility properties change gradually. Large amount of decrease in terms
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b83b384c0446e7f154a3c17fe868965
https://aperta.ulakbim.gov.tr/record/12921
https://aperta.ulakbim.gov.tr/record/12921
