Considering the influence of fabric on critical state sandy soil, an anisotropic hypoplastic constitutive model is developed by introducing line that takes into account rotation principal stress axes. With introduction new variables defined joint invariants tensor and tensor, equation soil established to describe effects three factors, namely, parameters, states, relationship between stresses d...

The paper presents an iterative procedure for the time domain deconvolution in nonlinear elastoplastic materials. approach is intended generation of input motions dynamic soil–structure interaction (DSSI) numerical analyses when desired earthquake specified at surface a soil deposit. main advantage that same constitutive model (or models) to be used DSSI simulation characterise deposit also emp...

a few of the presented soil behavior models are capable of predicting the triggering and post liquefaction and also shear band mechanism through the soil media. the assessment of earth-dam body behavior as a soil structure made of cohesive soil in core and non-cohesive soil as the core supports, including water interaction at upstream through earthquake upon a multi-line constitutive equations ...

A few of the presented soil behavior models are capable of predicting the triggering and post liquefaction and also shear band mechanism through the soil media. The assessment of earth-dam body behavior as a soil structure made of cohesive soil in core and non-cohesive soil as the core supports, including water interaction at upstream through earthquake upon a multi-line constitutive equations ...

Upon an increase of moisture, unsaturated soil may collapse or swell, depending on the loading state and history. This important characteristic must be realistically reproduced by a constitutive model aimed for practical applications. In addition to collapse/swelling, other essential features, such as deformation and failure following arbitrary shearing paths, must also be realistically reprodu...

The efficacy of using genetically engineered microbes (GEMs) to degrade recalcitrant environmental toxicants was demonstrated by the application of Pseudomonas putida PP0301(pR0103) to an Oregon agricultural soil amended with 500 micrograms/g of a model xenobiotic, phenoxyacetic acid (PAA). P. putida PP0301(pR0103) is a constitutive degrader of 2,4-dichlorophenoxyacetate (2,4-D) and is also act...