Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Yasser M. El-Mossallamy"'
Publikováno v:
HBRC Journal, Vol 14, Iss 3, Pp 415-421 (2018)
Geotechnical design is carried out according to one of two main methods; the Working Stress Design (WSD) and the Limit States Design (LSD) methods. The LSD can be carried out according to two main approaches; the Factored Strength Approach (FSA), and
Externí odkaz:
https://doaj.org/article/784ea7c5c1414de18f3d5dbfc9284f27
Publikováno v:
HBRC Journal, Vol 13, Iss 2, Pp 181-189 (2017)
For a long time, the framework of geotechnical design in Egypt has been based mainly on Working Stress Design (WSD) philosophy with the global safety concept as presented in the current version of the Egyptian Code of Practice for Soil Mechanics and
Externí odkaz:
https://doaj.org/article/ab06b881b41145beb5a9936ee040a5a0
Publikováno v:
Ain Shams Engineering Journal, Vol 8, Iss 1, Pp 39-49 (2017)
The dynamic plate loading test using the Light Falling Weight Deflectometer (LFWD) is an innovative and very simple method used for quick assessment of the field compaction quality. The basic outcome of the LFWD test is the dynamic resilience modulus
Externí odkaz:
https://doaj.org/article/665347c09f7c475a8b12d72bd4afa484
Publikováno v:
HBRC Journal, Vol 9, Iss 1, Pp 68-76 (2013)
Negative skin friction is considered one of the problems in the design of piled foundations in soft soil. The negative skin friction induces an additional compressive force on the pile called the dragload as well as, an additional pile movement calle
Externí odkaz:
https://doaj.org/article/b7ea3073f238466db8946bb19674815d
Publikováno v:
International Journal of Engineering and Advanced Technology. 9:2014-2020
Large settlement associated with the construction of embankments on soft soil deposits is a challenging geotechnical problem that needs a special treatment. Reinforcing the embankments utilizing geosynthetics is an effective technique used to reduce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51c3de4a45aa2a48bcb6514327afe08a
https://doi.org/10.35940/ijeat.d9103.049420
https://doi.org/10.35940/ijeat.d9103.049420
Publikováno v:
HBRC Journal, Vol 14, Iss 3, Pp 415-421 (2018)
Geotechnical design is carried out according to one of two main methods; the Working Stress Design (WSD) and the Limit States Design (LSD) methods. The LSD can be carried out according to two main approaches; the Factored Strength Approach (FSA), and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59315a83ae763aee76109facdba7a500
http://www.sciencedirect.com/science/article/pii/S1687404817301049
http://www.sciencedirect.com/science/article/pii/S1687404817301049
Publikováno v:
Innovative Infrastructure Solutions. 6
Piles supporting bridge abutments resting on soft clay are subjected to a horizontal load due to the lateral movement of the soil induced by an adjacent embankment. These lateral loads result in additional pile movement and induce additional bending
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30cbe4a7d33541f2bebed35ed8530fe7
https://doi.org/10.1007/s41062-021-00464-6
https://doi.org/10.1007/s41062-021-00464-6
Publikováno v:
HBRC Journal, Vol 13, Iss 2, Pp 181-189 (2017)
For a long time, the framework of geotechnical design in Egypt has been based mainly on Working Stress Design (WSD) philosophy with the global safety concept as presented in the current version of the Egyptian Code of Practice for Soil Mechanics and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1749671e0a0ad2f12bb53026c240715
https://doi.org/10.1016/j.hbrcj.2015.02.004
https://doi.org/10.1016/j.hbrcj.2015.02.004
Publikováno v:
Ain Shams Engineering Journal, Vol 8, Iss 1, Pp 39-49 (2017)
The dynamic plate loading test using the Light Falling Weight Deflectometer (LFWD) is an innovative and very simple method used for quick assessment of the field compaction quality. The basic outcome of the LFWD test is the dynamic resilience modulus
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::224c58626c3361250ff0a5e30cdb730d
http://www.sciencedirect.com/science/article/pii/S2090447915001392
http://www.sciencedirect.com/science/article/pii/S2090447915001392
Publikováno v:
Sustainable Civil Infrastructures ISBN: 9783030341923
The great challenge to study the application involving large deformations is a choice of suitable constitutive law to simulate the soil response during installation of displacement piles. Considering, the nonlinear response, stress history, stress pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32180180035de0060768c45e84583013
https://doi.org/10.1007/978-3-030-34193-0_8
https://doi.org/10.1007/978-3-030-34193-0_8
