Results 91 to 100 of about 169,138 (210)

Sustainable Concrete for the 21st Century Concept of Strength through Durability [PDF]

, 2008
The world is passing through difficult and troubled times, and we live in a rapidly changing world. The construction industry is facing many challenges – global warming, climate change forces, and the capability to achieve sustainable development and ...
Swamy, R.N.
core  

Zeolitic Imidazolate Frameworks as H_2 Adsorbents: Ab Initio Based Grand Canonical Monte Carlo Simulation [PDF]

, 2010
We report the H_2 uptake behavior of 10 zeolitic−imidazolate frameworks (ZIFs), based on grand canonical Monte Carlo (GCMC) simulations. The force fields (FFs) describing the interactions between H_2 and ZIF in the GCMC were based on ab initio quantum ...
Choi, Seung-Hoon, Goddard, William A., III, Han, Sang Soo   +2 more
core   +1 more source

Analisis Perubahan Tekanan Air Pori pada Tanah Lunak akibat Beban Trial Embankmentdengan menggunakan Plaxis Versi 7.2.

Dinamika Rekayasa, 2009
Soft soil could be found easily in Indonesia. Constructions that built on this soil; such as embankment; face some obstructions, for instance long period consolidation, difficult soil compaction, unstable slope of embankment and high settlement value for
Adhe Noor Patria, Kabul Basah Suryolelono, Bambang Suhendro   +2 more
doaj  

Evaluation of Excess Pore Water Pressure Build-up During Cyclic Triaxial Tests on a Non-plastic Silt

Düzce Üniversitesi Bilim ve Teknoloji Dergisi, 2018
Cyclicloading is responsible for pore water pressure buildup, which may later cause liquefactionand surface settlements. Recent studies emphasize that as the pore waterpressure equalizes to initial confining stress, cyclic stress ratio andrelative ...
Eyyüb Karakan, Nazar Tanrınian, Alper Sezer   +2 more
doaj  

Measurement and modeling of excess pore-water pressure in warm saturated frozen soil based on dynamic loading effect

Alexandria Engineering Journal
Measuring pore-water pressure (PWP) in frozen soils poses significant challenges in geotechnical testing experiments, and understanding PWP is crucial for unraveling the mechanism of frost heave generation in cold regions.
Hu Zhang, Jintao Hu, Zheng Li, Bo Zheng, Huijun Jin, Yaling Chou, Hongchun Li, Ming Lu, Suiqiao Yang   +8 more
doaj   +1 more source

Field Test and Numerical Research of Blast-Induced Liquefaction in Calcareous Sand

Shock and Vibration
In recent years, the engineering losses caused by liquefaction of calcareous sand foundations have gradually increased. However, there are relatively few studies on the mechanism of blast-induced liquefaction in saturated calcareous sand foundations.
Changchun Li, Yumin Chen, Yingkang Yao, Yonggang Gou, Qiongting Wang, Junwei Guo, Xiao Xie   +6 more
doaj   +1 more source

Excess pore water pressure and its impact

Japanese Geotechnical Society Special Publication, 2016
openaire   +2 more sources

Embankment loading analysis in laboratory conditions

Ingeniería e Investigación, 2011
The embankment model has been developed in laboratory conditions, considering actual embankment characteristics. The forces to which it is subjected in the model have been evaluated using shaking table experimental and analytical methods.
Abdoullah Namda, Azam Khodashenas Pelko
doaj  

Research on dynamic stress and excess pore water pressure of asphalt pavement under hydraulic-mechanical coupling. [PDF]

Heliyon
Dong P, Cao X, Tang B.
europepmc   +1 more source

Thermo-hydro-mechanical response of energy-piled walls under varying wall configurations, pipe layouts, and seepage conditions. [PDF]

Sci Rep
Villegas L, Narsilio G, Fuentes R.
europepmc   +1 more source