Reynolds, 2013 - Google Patents
Engineering correlations for the characterisation of reactive soil behaviour for use in road designReynolds, 2013
View PDF- Document ID
- 11793086884312306749
- Author
- Reynolds P
- Publication year
External Links
Snippet
In the field of road design and construction, expansive or reactive soils are problematic materials. Clay minerals within reactive soils are subject to large volume changes when exposed to water, and conversely when they are exposed to prolonged periods of drying …
- 239000002689 soil 0 title abstract description 274
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Nelson et al. | Expansive soils: problems and practice in foundation and pavement engineering | |
Brown | Achievements and challenges in asphalt pavement engineering | |
Puppala | Performance evaluation of infrastructure on problematic expansive soils: Characterization challenges, innovative stabilization designs, and monitoring methods | |
CA2330431A1 (en) | In situ shear strength test facility | |
George et al. | PFWD, DCP and CBR correlations for evaluation of lateritic subgrades | |
White et al. | Fly ash soil stabilization for non-uniform subgrade soils | |
Ekwulo et al. | Fatigue and rutting strain analysis of flexible pavements designed using CBR methods | |
Monismith | Flexible pavement analysis and design-a half-century of achievement | |
El Sawwaf et al. | The applicability and load-sharing behavior of piled rafts in soft clay: experimental study | |
Wu et al. | Use of dynamic cone penetrometer in subgrade and base acceptance | |
Reynolds | Engineering correlations for the characterisation of reactive soil behaviour for use in road design | |
Al-Jhayyish | Incorporating chemical stabilization of the subgrade in pavement design and construction practices | |
Hossain | Characterization of subgrade resilient modulus for Virginia soils and its correlation with the results of other soil tests. | |
Liu | KENTRACK 4.0: a railway trackbed structural design program | |
Puppala et al. | Transportation infrastructure settlement and heave distress: challenges and solutions | |
White et al. | Fly Ash Soil Stabilization for Non-Uniform Subgrade Soils, Volume II: Influence of Subgrade Non-Uniformity on PCC Pavement Performance | |
Rabab'ah | Integrated assessment of free draining base and subbase materials under flexible pavement | |
Shrestha | Study of effects of coarse grain contents on Atterberg limits and expansiveness of the clay | |
Pedarla | Durability studies on stabilization effectiveness of soils containing different fractions of montmorillonite | |
Chompoorat | Dynamic properties of cement treated clay | |
Nwachukwu et al. | The Effect of Oil Pollution on the Engineering Properties of Construction Soils in Some Selected Oil Region of Nigeria: A Case Study of Four Oil Towns in Rivers and Delta States | |
Lambert et al. | The assessment of coarse granular materials for performance based pavement foundation design | |
Eminue | Environmental and material controls on desiccation cracking in engineered clay embankments | |
Madhyannapu | Deep mixing technology for mitigation of swell-shrink behavior of expansive soils of moderate to deep active depths | |
KUMER NANDI | EVALUATION OF RESILIENT MODULUS OF SUBGRADE SOIL IN SELECTED LOCATIONS OF BANGLADESH |