Results 121 to 130 of about 3,665 (187)

Macro-Micro Properties and Damage Model of Calcareous Sand Stabilized by Sulfoaluminate and Ferroaluminate Cements Under Different Water Environments. [PDF]

Materials (Basel)
Gu M, Cao L, Cao P, Tan Z, Wang Z, Ma J.
europepmc   +1 more source

3D Perception-Based Adaptive Point Cloud Simplification and Slicing for Soil Compaction Pit Volume Calculation. [PDF]

Sensors (Basel)
Han C, Wei J, Shen T, Guo C.
europepmc   +1 more source

Numerical Simulation Study on the Temperature Rise Characteristics of Asphalt Pavement During Hot In-Place Recycling. [PDF]

Materials (Basel)
Ma C, Zhang J, Liu B, Zhao Y, Zhou P, Yan L, Yao Z, Cao W.   +7 more
europepmc   +1 more source

Field investigation of the bearing behavior of grouted gravel pile composite foundations in Karst Terrain. [PDF]

PLoS One
Zhang L, Yan C, Jiang C.
europepmc   +1 more source

Influence mechanism exploration and machine learning prediction of loess compression deformation coefficient under multi-factor coupling effects. [PDF]

PLoS One
Zhou W, Deng C, Wang J.
europepmc   +1 more source

Study on accumulative plastic deformation of cement-fly ash improved subgrade coarse-grained soil under heavy-haul traffic loads and relative prediction based on PSO-ANN. [PDF]

Sci Rep
Wenquan Z, Yan Z, Jian D, Qiao L, Zhaofeng L, Runzhou Y.   +5 more
europepmc   +1 more source

Machine learning approaches for predicting the structural number of flexible pavements based on subgrade soil properties. [PDF]

Sci Rep
Ziar A.
europepmc   +1 more source

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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

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

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