Results 171 to 180 of about 34,243 (216)

Testing Using the DCP Probe of a Subgrade Modeled from Difficult-to-Compact Sand in a Calibration Chamber. [PDF]

Materials (Basel)
Tymosiak D, Sulewska MJ, Kokoszka W, Słowik M, Błazik-Borowa E, Ożóg D, Puchlik M.   +6 more
europepmc   +1 more source

Mechanical response characteristics of full depth reclaimed pavement based on 3D-move model. [PDF]

PLoS One
Zhang H, Liu N, Sun B, Zhang Q, Liu J.
europepmc   +1 more source

Efficacy of Filgotinib in Moderate to Severe Ulcerative Colitis: A Prospective Study Using Partial Mayo Score, Ulcerative Colitis Endoscopic Index of Severity, and Geboes Histopathology Score. [PDF]

Crohns Colitis 360
Shirouzu Y, Ishibashi H, Kage M, Mihara Y, Sakakibara Y, Nagata K, Suzuki A, Ohmiya T, Irie T, Araki Y, Mitsuyama K, Takedatsu H, Noake T.   +12 more
europepmc   +1 more source

Subgrade Drainage and Treatment

, 1934
openaire   +1 more source

Drainage of Highway Subgrades

, 1941
openaire   +1 more source

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Design Subgrade Resilient Modulus for Florida Subgrade Soils

2003
Many agencies still use empirical correlations developed to determine design subgrade resilient modulus based on California Bearing Ratio (CBR), R-Value or Soil Support Value (SSV) for pavement design projects. These relationships do not consider the stress dependency of the laboratory determined resilient modulus value. Backcalculated subgrade modulus
N Bandara, GM Rowe
openaire   +1 more source

Correlation between Subgrade Reaction Modulus and CBR for Airport Pavement Subgrades

T&DI Congress 2014, 2014
Subgrade characterization plays a key role in the thickness design of airport pavements. From a mechanical point of view, a subgrade soil represents a highly diverse heterogeneous structure. The usual practical way to deal with heterogeneous composites is to average their mechanical properties over the material volume.
K. Tuleubekov, D. R. Brill
openaire   +1 more source

Trapezoidal footings on non‐linear subgrades

International Journal for Numerical and Analytical Methods in Geomechanics, 1984
AbstractThe pressure versus settlement response is highly non‐linear for soils, in general. In the present study, a cubic equation of the type p = K1w − K2w3 is suggested to incorporate the non‐linear behaviour. A trapezoidal footing with constant depth resting on a subgrade having non‐linear response is analysed.
Chandra, S., Madhav, M. R., Iyengar, N. G. R.   +2 more
openaire   +1 more source

Cold Weather Subgrade Stabilization

Soil Improvement, 2007
This paper describes an approach to cold-weather subgrade stabilization. Background information was derived from the open literature, ongoing research and discussions with stakeholders in industry, academia and the government. Traditional subgrade stabilization in road construction is defined herein as the use of unmodified lime, cement or fly ash in ...
John L. Daniels, Rajaram Janardhanam
openaire   +1 more source

Evaluation of Subgrade Compactness

Applied Mechanics and Materials, 2013
Subgrade compactness is the assurance of road strength and stability requirements, is an important indicator of the quality control of road works. Summarize the subgrade compaction detection methods. Expound the inspection and assessment of the compactness methods and precautions combined with the new specification can provide technical reference.
Xiao Bin Zhu, Hui Wang, Yan Cong Zhang
openaire   +1 more source