Our actions are guided by strict adherence to our Corporate Social Responsibility (RCC-BGM) principles, as we believe this provides for a strong and lasting foundation for our business. We intend to continue improving our environment for many generations to come. ...
I am also a member of the International OCD Foundation. I have spent the last 23 years of my career in helping professions including teaching, Community Living, and Acquired Brain Injury. I am an approved service provider for: BC Emergency Health Services (BC Ambulance) Homewood Health ...
This work was supported by the following grants to YY including: National Natural Science Foundation of China (Key Grants 81430056, 31420103905, 81301801 and 81621063), National Key Research and Development Program of China (Grant 2016YFA0500302), Beijing Natural Science Foundation (Key Grant ...
For that purpose different stiffness properties of the foundation rock are assumed, which cover the whole range of soft to stiff rock. The results show, that the stresses in the dam due to water load and gravity load do not depend much on the foundation stiffness; however, the ...
NIHR Oxford Biomedical Research Centre, Oxford University Hospitals NHS Foundation Trust, John Radcliffe Hospital, Oxford, OX3 9DU, United Kingdom David R. Mole Contributions Conceptualization, P.J.R. and D.R.M.; Methodology, all authors; Software, V.S., R.L., R.S., and D.R.M.; Fo...
CRITERIA FOR DESIGN OF RCC STAGING FOR (碾压混凝土分段设计标准).pdf,For BIS Use Only Doc: CED38 (7811)P June 2011 BUREAU OF INDIAN STANDARDS Preliminary Draft CRITERIA FOR DESIGN OF RCC STAGING FOR OVERHEAD WATER TANKS (First Revision of IS 11682) Spec
For that purpose different stiffness properties of the foundation rock are assumed, which cover the whole range of soft to stiff rock. The results show, that the stresses in the dam due to water load and gravity load do not depend much on the foundation stiffness; however, the deformations ...
In this paper, the triaxial compressive test and split Hopkinson pressure bar (SHPB) experimental results for RCC are introduced as an experimental foundation. Parameter calibrations and modifications in terms of the strength yield surface, the strain rate effect and the failure criterion for the ...
Effect of Pavement Foundation Materials on Rigid Pavement Response. IOP Conf. Ser. Mater. Sci. Eng. 2020, 671, 012085. [Google Scholar] [CrossRef] Piggott, R.W. Roller-Compacted Concrete Pavements-A Study of Long Term Performance; Technical Report Report RP366; PCA: Washington, DC, USA, ...