Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Muhammad Bilal Adeel"'
Autor:
Muhammad Bilal Adeel, Zubair Ahmed Nizamani, Muhammad Aaqib, Sarfraz Khan, Jawad Ur Rehman, Bikram Bhusal, Duhee Park
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 14, Iss 1, Pp 1-21 (2023)
AbstractThe time-averaged shear wave velocity of top 30 m (VS30) is the most commonly used parameter to classify a site and evaluate its amplification characteristics for the seismic design. The in-situ seismic tests must be performed up to a depth o
Externí odkaz:
https://doaj.org/article/c98b12127ab54fdfa1a99bfacb6fa41c
Publikováno v:
Applied Sciences, Vol 10, Iss 24, p 8795 (2020)
A series of 3D finite element (FE) analyses were performed to estimate the peak penetration resistance of spudcan foundations in sand over clay soil profiles. Elasto-perfectly plastic models following Mohr–Coulomb and Tresca failure criteria were u
Externí odkaz:
https://doaj.org/article/79bc3a14b6664499a724447cb119d982
Publikováno v:
Applied Sciences, Vol 11, Iss 1, p 26 (2020)
The behavior of laterally loaded pile groups is usually accessed by beam-on-nonlinear-Winkler-foundation (BNWF) approach employing various forms of empirically derived p-y curves and p-multipliers. Averaged p-multiplier for a particular pile group is
Externí odkaz:
https://doaj.org/article/08f3daed11624b718224cbd6b2d03f71
Autor:
Alam Mehtab, Muhammad Bilal Adeel, Aaqib Muhammad, Maqsood-Ur Rehman, Saeedullah Jan Mandokhail, Shamsher Sadiq, Naik Muhammad
Publikováno v:
Kuwait Journal of Science. 48
Current seismic provisions in Building Code of Pakistan (BCP-2007), seismic site classifications, and corresponding site amplification factors were determined similar to Uniform Building Code (UBC-1997), which were based on the local site conditions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c737f390da6ee4b0bf1cda3ebcaa834f
https://doi.org/10.48129/kjs.v48i2.7772
https://doi.org/10.48129/kjs.v48i2.7772
Publikováno v:
Applied Sciences
Volume 11
Issue 1
Applied Sciences, Vol 11, Iss 26, p 26 (2021)
Volume 11
Issue 1
Applied Sciences, Vol 11, Iss 26, p 26 (2021)
The behavior of laterally loaded pile groups is usually accessed by beam-on-nonlinear-Winkler-foundation (BNWF) approach employing various forms of empirically derived p-y curves and p-multipliers. Averaged p-multiplier for a particular pile group is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0e73232552bdb415a4ff9255d2d3ddf
Autor:
Muhammad Aaqib, Maqsood-ur-Rehman, Shamsher Sadiq, Saeedullah Jan Mandokhail, Nawaz Ali Kakar, Mehtab Alam, Muhammad Bilal Adeel
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 414:012015
Standard Penetration Test (SPT) and cone penetration test (CPT) are the most widely used in situ tests to depict the soil stratigraphy and determine the geotechnical engineering of the subsurface soils. The CPT leaps out because of its capability to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d2590545b56a4a085af09b4db7f219e
https://doi.org/10.1088/1757-899x/414/1/012015
https://doi.org/10.1088/1757-899x/414/1/012015