Achieving High Range Elastic Properties of Soil Mass for More Stable and Durable Geostructure
Constitutive behavior soil mass is normally measured in-terms-of its nature of particle size density together with the existence of water quantity.For achieving the best behavior elastic properties are always desirable.Obviously,range of elasticity of soil mass is quite small in comparison to other materials.Hence,it reveals less allowance in every directions of its behavioral expression.Of many,settlement is the principal criterion to put attention for achieving the best safety performance.Three series of R&D works conducted in a model plate load test by using three types of soil mass under various field conditions comprising special form of hard inclusions,to achieve high range elastic properties for road and building foundations is the objective of this paper.Utilization of such achievements generates a system of surface foundation in reality with the projected properties.
Gokul K.Bayan
CSIR-North East Institute of Science & Technology,Jorhat;Assam NEIST Branch Laboratory,Itanagar,Arunachal Pradesh,Pin-791 110
国际会议
北京
英文
391-397
2012-10-15（万方平台首次上网日期，不代表论文的发表时间）