Results 71 to 80 of about 1,758,534 (254)

Bearing capacity of strip footings seated on unreinforced and reinforced granular layers over random homogeneous and isotropic spatially variable undrained soft clay [PDF]

E3S Web of Conferences
The bearing capacity of a footing seated directly on a soft clay foundation with constant undrained shear strength is the classical Prandtl geotechnical problem.
Bathurst Richard J., Chenari Reza Jamshidi   +1 more
doaj   +1 more source

Pemanfaatan Limbah Sabut Kelapa Sawit Intuk Meningkatkan Kekuatan Tanah [PDF]

, 2013
Soil has a very significant role in construction works, both as the main composition and supporting material. If the construction is build on a soft soil like soft clay, then it will give problem to the construction building.
Hisyam, E. S. (Endang), Yofianti, D. (Desy)   +1 more
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Influence of polymerisation conditions on the properties of polymer/clay nanocomposite hydrogels [PDF]

, 2013
Free-radical polymerisation of acrylamide derivatives in the presence of exfoliated clay platelets has recently emerged as a new technique for the synthesis of strong and tough nanocomposite hydrogels (NCHs) with a unique hybrid organic/inorganic network
Abdurrahmanoglu, Anseth, Bera, Calvet, Carlsson, Dokter, Feng, Fengge Gao, Gao, Gao, Giraldo, Giz, Gong, Gu, Haraguchi, Haraguchi, Haraguchi, Haraguchi, Haraguchi, Hu, Ito, Kabiri, Kalfus, Kulicke, Liu, Martin Bencsik, Okay, Rinat Nigmatullin, Sakai, Schexnailder, Solomon, Solomon, Tamagawa, Tanaka, Wang, Wu, Xu   +36 more
core   +1 more source

Characteristics and Rapid Prediction of Seismic Subsidence of Saturated Seabed Foundation with Interbedded Soft Clay–Sand

Journal of Marine Science and Engineering
Seabed foundations consisting of interbedded layers of saturated soft clay and sand deposited during the Quaternary period are widely distributed in the coastal areas of Southeastern China. These soil foundations are prone to significant settlement under
Liuyuan Zhao, Miaojun Sun, Jianhong Ye, Fuqin Yang, Kunpeng He   +4 more
doaj   +1 more source

Criteria for rapid sliding II.: thermo-hydro-mechanical and scale effects in Vaiont case [PDF]

, 2010
Thermally induced excess pore pressures have been included into a two-wedge evolutive model of Vaiont landslide. The problem requires the solution of a system of four coupled balance equations for the shear bands and the surrounding rock as well as the ...
Alonso Pérez de Agreda, Eduardo, Pinyol Puigmartí, Núria Mercè   +1 more
core   +2 more sources

Performance Assessment of Screw Piles Embedded in Soft Clay

Civil Engineering Journal, 2019
Screw piles are widely used in a variety engineering applications supplying stability against compression, overturning moment, uplift tension, and horizontal loads.
Omar Kareem Ali, H. Abbas
semanticscholar   +1 more source

Determination of the geophysical signature of soft-clay and hard lateritic soils and the implications on geotechnical works using electrical resistivity imaging

Results in Earth Sciences
Understanding the geophysical signature of subsurface is quite essential in mapping site conditions for geotechnical engineering and simulating geophysical surveys, especially in coastal areas.
Joseph Omeiza Alao
doaj   +1 more source

Computational study on shear strengthening of RC continuous beams using CFRP sheet [PDF]

, 2011
This research studied the feasibility and effectiveness of a new method of strengthening existing RC continuous beams in shear by using CFRP strips.
Alnatit, Nabil Mohamed Emhdab
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Kesediaan pelajar terhadap kit 'Smart CCTV' bagi pelajar teknologi elektronik di Kolej Vokasional [PDF]

, 2018
Penggunaan alat bahan bantu mengajar (ABBM) dalam pengajaran perlu dipelbagaikan bagi memudahkan dan membantu pelajar dari segi kefahaman yang mendalam dalam subjek yang dipelajarinya.Kajian ini ingin membangunkan satu produk Kit ‘Smart CCTV’ sebagai ...
Khalid, Noor Nadhirah
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Miscellaneous studies [PDF]

, 1958
MISCELLANEOUS STUDIES, which includes the following papers: "Geology of the Area in and Around the Jim Woodruff Reservoir" by Charles W. Hendry, Jr. and J.
Hendry, Charles W., Lund, Ernest H., Lund, Ernest H.   +2 more
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