| contributor author | Nilo Cesar Consoli | |
| contributor author | Luizmar da Silva Lopes Jr. | |
| contributor author | Pedro Domingos Marques Prietto | |
| contributor author | Lucas Festugato | |
| contributor author | Rodrigo Caberlon Cruz | |
| date accessioned | 2017-05-08T21:47:07Z | |
| date available | 2017-05-08T21:47:07Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000486.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62253 | |
| description abstract | Lime treatment is an attractive technique for soil improvement in the construction of rail tracks and pavement layers, in slope protection of earth dams, and as a support layer for shallow foundations. However, there are no dosage methodologies based on rational criteria as in the case of soil-cement technology, where the voids/cement ratio is shown to be a key parameter for the estimation of both strength and stiffness. The present study, therefore, was aimed at quantifying the influence of the amount of lime, porosity, and voids/lime ratio on the initial shear modulus ( | |
| publisher | American Society of Civil Engineers | |
| title | Variables Controlling Stiffness and Strength of Lime-Stabilized Soils | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000470 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 006 | |
| contenttype | Fulltext | |
