Results 231 to 240 of about 8,944 (263)

Systematic review of gabion-faced geogrid and pile systems for slope and embankment stability. [PDF]

MethodsX
Latif DO, Rahmadhian VS, Hazhiyah AU.
europepmc   +1 more source

Optimising Sulphur Fertilisation in Ryegrass–White Clover Swards Reduces Leached Nitrate Nitrogen Losses, While Increasing Plant Yield and Nitrogen Off‐Take

Journal of Plant Nutrition and Soil Science, EarlyView.
The inclusion of sulphur at two inorganic nitrogen rates (0 and 150 kg N ha−1) improves plant productivity in a ryegrass–white clover sward and reduces nitrate‐N loss to groundwater in a free‐draining sandy loam soil. ABSTRACT Background Reducing nitrogen (N) losses to water, lessening reliance on inorganic fertiliser and maintaining agricultural ...
Donal Kinsella, Imelda A. Casey, Patrick J. Forrestal   +2 more
wiley   +1 more source

Nonlinear dynamic analysis of pile foundation using finite element method. [PDF]

Sci Rep
Goshu T, Assefa E, Jilo NZ, Assefa SM, Pantelidis L, Sachpazis C, Mohammed H.   +6 more
europepmc   +1 more source

Long-Term Strength Development and Microstructural Characteristics of High-Content Cemented Soil Under Seawater Exposure. [PDF]

Materials (Basel)
Pan H, Wang W, Zhou J, Cheng X, Hu G.
europepmc   +1 more source

Settlement prediction of undercrossing semicircular tunnel-pile set up in soft clay soil. [PDF]

Sci Rep
Adriko NB, Fang Y, Ying K, Khan A.
europepmc   +1 more source

Damage Evolution Characteristics of Anti-Slide Piles in Loess Landslides and a Possible Characterization Method. [PDF]

Sensors (Basel)
Zhao T, Yang W, Zheng S, Li X, Lu Z.
europepmc   +1 more source

Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations. [PDF]

Sci Rep
Sharma A, Kumari A, Alsabhan AH, Alam S, Singh K, Tiwary AK, Qadri J, Senagah A, Juneja G, Gupta R, Mehta A.   +10 more
europepmc   +1 more source

Coupled DEM-FDM analysis of open-ended pile installation and lateral loading in chalk. [PDF]

Acta Geotech
Zheng J, Ciantia MO, Knappett JA.
europepmc   +1 more source

Research on Pile-Soil Stress Ratio of DJM Pile Composite Foundation

Applied Mechanics and Materials, 2011
Pile-soil stress ratio is defined as the average stress ratio of the head of pile to the soil around of piles, which is a very important indicator to reflect the level of the together-work of pile and the soil, also a major parameter of calculation of capacity of composite foundation and settlement.
Yan Hua Wang, Wang Yan Hua
exaly   +3 more sources

Study and Analysis on Pile-Soil Stress Ratio of the Composite Foundation of Cement-Soil Mixing Pile under Flexible Foundation

Advanced Materials Research, 2011
In order to analyze the characteristics of pile-soil stress ratio of the composite foundation of cement-soil mixing pile under flexible foundation, this paper points out the displacement mode of friction pile; According to the deformation characteristic of friction pile, ascertain the neutral point of composite foundation.
Xiao Rong Yang, Lei Yu Zhang, Hai Chao Li, Li Ying Dong   +3 more
exaly   +3 more sources