Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Faisal Haji Ali"'
Publikováno v:
Slope Stability Engineering ISBN: 9780203739600
Slope Stability Engineering
Slope Stability Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dedaacaa26b1213d2b33927c1c42910
https://doi.org/10.1201/9780203739600-4
https://doi.org/10.1201/9780203739600-4
Autor:
Masaki Nishimura, Toru Inui, Faisal Haji Ali, Takeshi Katsumi, Tomoyuki Akai, Masashi Kamon, Saravanan Mariappan
Publikováno v:
Geotechnical and Geological Engineering. 29:881-898
This paper addresses the study conducted on the performance of landfill liner interface parameters. Interface shear strength parameters for various combinations of 9 different lining materials were studied and presented in this paper. This comprehens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e3cfd0cd1abf306aa2a8ff004687ea3
https://doi.org/10.1007/s10706-011-9426-9
https://doi.org/10.1007/s10706-011-9426-9
Publikováno v:
Scientific Research and Essays. 6:1915-1921
Deep stabilized peat columns could be considered as attractive and economical foundation for construction of highway embankments on deep peat ground. However, peat itself is very problematic and failure in the formation of the columns with adequate s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::842e233e3c55e34384b04fbb628e5546
https://doi.org/10.5897/sre10.060
https://doi.org/10.5897/sre10.060
Publikováno v:
Journal of Applied Sciences. 9:3207-3218
This study reviews the results of several experimental and field investigations on the behavior of peat in hydraulic conductivity and compressibility. A study on the mechanical properties of peat is important in order to gather sufficient information
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28f1e1663788daebdce0b161bc080695
https://doi.org/10.3923/jas.2009.3207.3218
https://doi.org/10.3923/jas.2009.3207.3218
Publikováno v:
American Journal of Environmental Sciences. 5:7-15
Problem Statement: Even though bioengineering technique has been regarded as one way to alleviate landslide and erosion problems, this process of revegetation is severely time consuming as the process of plant succession of the slopes may take decade
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::247de4010d82e7f0d142d4b10edf606f
https://doi.org/10.3844/ajessp.2009.7.15
https://doi.org/10.3844/ajessp.2009.7.15
Publikováno v:
Journal of Applied Sciences. 8:3986-3990
The aim of this study was to analyze the unconfined compressive strength and initial permeability of peat soil stabilized by a mixture of Ordinary Portland cement, ground granulated blast furnace slag and siliceous sand. An understanding of the stabi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b649b5be4fffecfe3b98b8e29d4d7ca
https://doi.org/10.3923/jas.2008.3986.3990
https://doi.org/10.3923/jas.2008.3986.3990
Autor:
Normaniza Osman, Faisal Haji Ali
Publikováno v:
Soils and Foundations. 48:587-596
Vegetation can significantly contribute to stabilise sloping terrain by reinforcing the soil: this reinforcement depends on the morphological characteristics of the root systems and the tensile strength of single roots. This paper describes an invest
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d99cf31322b93008d1e33ab4549346c8
https://doi.org/10.3208/sandf.48.587
https://doi.org/10.3208/sandf.48.587
Publikováno v:
American Journal of Engineering and Applied Sciences. 1:274-279
Problem statement: Deep stabilized peat columns were known to be economical at forming foundations to support highway embankments constructed on deep peat land. However, failure in the formation of the columns with adequate strength was often attribu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a7f0b308f71c3607229ac2bfdcc4980
https://doi.org/10.3844/ajeassp.2008.274.279
https://doi.org/10.3844/ajeassp.2008.274.279
Water infiltration characteristics of unsaturated soil slope and its effect on suction and stability
Publikováno v:
Geotechnical and Geological Engineering. 24:1293-1306
Rainfall has been considered the cause of the majority of slope failures and landslides that happened in regions experiencing high seasonal rainfalls. The mechanism of the failures was mainly due to the lost of matric suction of soils by rainwater. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3576181f3877df8d91f9aa25bc79d764
https://doi.org/10.1007/s10706-005-1881-8
https://doi.org/10.1007/s10706-005-1881-8
Publikováno v:
Handbook of Tropical Residual Soils Engineering ISBN: 9780203098325
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca802722bb4c159e6ed589899af2f48d
https://doi.org/10.1201/b12302-6
https://doi.org/10.1201/b12302-6