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Critical state model for structured soil

Journal of Rock Mechanics and Geotechnical Engineering 2020年第3期12卷 630-641页

作者： cristhian mendoza Marcio Muniz de Farias Department of Civil Engineering Universidad Nacional de Colombia Sede ManizalesManizalesColombia Department of Civil and Environmental Engineering University of BrasiliaBrasiliaDFBrazil

Structure is an evident determinant for macroscopic behaviors of ***,this is not taken into account in most constitutive models,as structure is a rather complex issue in *** this,it is important to develop and implement simple models that can reflect this important aspect of soil *** paper tried to model structured soils based on well-established concepts,such as critical state and *** state is the core of the classic Cam Clay *** sub-loading concept implies adoption of an inner(sub-loading)yield surface,according to specific hardening rules for some internal strain-like state *** and co-workers proposed such internal variables for controlling density(p)and structure(ω),using a modified stress space,called ***,similar variables are used in the context of the better-known invariants(p and q)of the Cam Clay *** change requires explicit adoption of a non-associated flow rule for the sub-loading *** is accomplished by modifying the dilatancy ratio of the Cam Clay model,as a function of the new internal *** modifications are described and implemented under three-dimensional(3D)*** model is then applied to simulating laboratory tests under different stress paths and the results are compared to experiments reported for different types of structured *** good agreements show the capacity and potential of the proposed model.

关键词： Elastoplasticity Cam clay with sub-loading Structured soil Tropical soil Non-associated flow rule

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Behavior of diatomaceous soil in lacustrine deposits of Bogota, Colombia

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Journal of Rock Mechanics and Geotechnical Engineering 2018年第2期10卷 367-379页

作者： Bernardo Caicedo cristhian mendoza Fernando López Arcesio Lizcano Department of Civil and Environmental Engineering Universidad de Los AndesBogotáColombia Department of Civil Engineering Universidad Nacional de Colombia Sede ManizalesManizalesColombia Ecole Centrale Paris Laboratoire MSSMat-UMR CNRS 8579ParisFrance SRK Consulting VancouverCanada

This work presents a study on the behaviors of diatomaceous soils. Although studies are rarely reported on these soils, they have been identified in Mexico City, the Sea of Japan, the northeast coast of Australia,the equatorial Pacific, and the lacustrine deposit of Bogota(Colombia), among other locations. Features of this kind of soil include high friction angle, high initial void ratio, high compressibility index, high liquid limit, and low density. Some of these features are counterintuitive from a classical soil mechanics viewpoint. To understand the geotechnical properties of the diatomaceous soil, a comprehensive experimental plan consisting of more than 2400 tests was performed, including physical tests such as grain size distribution, Atterberg limits, density of solid particles, and organic matter content; and mechanical tests such as oedometric compression tests, unconfined compression tests, and triaxial *** tests were complemented with scanning electron microscope(SEM) observations to evaluate the microstructure of the soil. The test results show that there is an increase in liquid limit with increasing diatomaceous content, and the friction angle also increases with increasing diatomaceous content. In addition, several practical correlations were proposed for this soil type for shear strength mobilization and intrinsic compression line. Finally, useful correlations were presented, such as the relationship between the state consistency and the undrained shear strength, the friction angle and the liquid limit, the void ratio at 100 kPa and the liquid limit, the plasticity index and the diatomaceous content, among others.

关键词： Diatomaceous soil Soft soils Compressibility Friction angle Natural soil

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Some contributions to mechanical behaviors of lacustrine deposit in Bogota, Colombia

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Journal of Rock Mechanics and Geotechnical Engineering 2019年第4期11卷 837-849页

作者： Bernardo Caicedo cristhian mendoza Arcesio Lizcano Fernando Lopez-Caballero Department of Civil and Environmental Engineering Universidad de Los AndesBogotaColombia Department of Civil Engineering Universidad Nacional de Colombia Sede ManizalesManizalesColombia SRK Consulting VancouverCanada Laboratoire MSS-Mat CNRS UMR8579CentraleSupelecParis-Saclay UniversityFrance

This paper presents the mechanical behaviors of the lacustrine deposit,a representative soil in Bogota,***,the physical characterization of the deposit is performed via laboratory tests (grain size distribution,scanning electron microscopy,Atterberg limits and water content).This characterization intends to explain the special characteristics of the mechanical behaviors of this ***,various triaxial tests are carried out with controlled loading path,strain rate change,relaxation,extensile stress,and cyclic *** test results reveal the shape of the yield curve for Bogotá soil (in a natural state),and also show that an increasing effect of the strain rate depends on the liquid *** effect is also preserved with extensile stresses (which are poorly studied in soil mechanics).Finally,other effects,such as the loss of structure in the reconstituted samples and the effect of shear modulus at low strains,are studied for Bogota soil.

关键词： Cyclic triaxial tests Triaxial compression test Time-dependent response Lacustrine soils Soil compressibility Yield curve

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Exercise-induced hypoalgesia in chronic neck pain: A narrative review

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Sports Medicine and Health Science 2024年第1期6卷 37-47页

作者： Fernando Rojas-Galleguillos Cecilia Clark-Hormazabal Eduardo Mendez-Fuentes Francisco Guede-Rojas cristhian mendoza Andres Riveros Valdes Claudio Carvajal-Parodi Universidad San Sebastian Programa Magíster en Kinesiología MusculoesqueleticaLientur#1457ConcepcionChile Exercise and Rehabilitation Sciences Laboratory School of Physical TherapyFaculty of Rehabilitation SciencesUniversidad Andres BelloSantiago7591538Chile Universidad San Sebastian Laboratoriode NeurobiologíFacultad de Odontologíay Ciencias dela RehabilitacionLientur#1457ConcepcionChile Universidad San Sebastian Departamento de Ciencias MorfologicasFacultad de MedicinaCienciaLientur#1457ConcepcionChile Universidad San Sebastian Escuelade KinesiologíaFacultad de OdontologíaCiencias dela RehabilitacionLientur#1457ConcepcionChile

Chronic neck pain(CNP)is a worldwide health problem with several risk *** of the most widely used treatments for managing this condition is therapeutic exercise,which could generate a response called exerciseinduced hypoalgesia(EIH).There is no consensus on the best exercise modality to induce ***,this review aims to analyze and synthesize the state-of-the-art about the hypoalgesic effect of exercise in subjects with *** included articles on EIH and CNP in patients older than 18 years,with pain for more than three months,where the EIH response was *** that studied CNP associated with comorbidities or measured the response to treatments other than exercise were *** studies reviewed reported variable *** in healthy subjects has been shown to reduce indicators of pain sensitivity;however,in people with chronic pain,the response is *** investigations reported adverse effects with increased pain intensity and decreased pain sensitivity,others found no clinical response,and some even reported EIH with decreased pain and increased *** is an identifiable,stimulable,and helpful therapeutic response in people with *** research is still needed on subjects with CNP to clarify the protocols and therapeutic variables that facilitate the EIH *** addition,it is necessary to deepen the knowledge of the intrinsic and extrinsic factors that influence EIH in people with CNP.

关键词： Exercise-induced hypoalgesia Neck pain Chronic pain Neck exercise therapy

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Effect of strength training on knee proprioception in patients with knee osteoarthritis:A systematic review and meta-analysis

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Sports Medicine and Health Science 2024年第2期6卷 101-110页

作者： Francisco Guede-Rojas Alexis Benavides-Villanueva Sergio Salgado-Gonzalez cristhian mendoza Gonzalo Arias-Alvarez Adolfo Soto-Martínez Claudio Carvajal-Parodi Exercise and Rehabilitation Sciences Institute School of Physical TherapyFaculty of Rehabilitation SciencesUniversidad Andres BelloSantiago7591538Chile Universidad San Sebastian Programa Magíster en Kinesiología Musculoesquel eticaLientur#1457ConcepcionChile Universidad San Sebastian Laboratorio de Neurobiología.Facultad de Odontología y Ciencias de la Rehabilitaci onLientur#1457ConcepcionChile Universidad San Sebastian Escuela de KinesiologíaFacultad de Odontología y Ciencias de la Rehabilitaci onLientur#1457ConcepcionChile Departamento de Kinesiología Facultad de MedicinaUniversidad de ConcepcionConcepcion4030000Chile

Proprioception is significantly impaired in knee osteoarthritis(KOA),contributing to reduced *** training(ST)is essential in KOA by improving muscle strength,although it may also be effective in improving *** purpose was to determine the effect of ST on knee proprioception in KOA ***,CINAHL,Scopus,WOS,and PEDro were searched for randomized controlled trials(RCTs)(inception to March 2023).Comparisons for ST were physical exercise different from ST,non-exercise-based interventions,and no *** quality was assessed using the PEDro scale,and risk of bias(RoB)using the Cochrane ***-analyses were performed by comparison groups using the standardized mean difference(SMD)(Hedge's g)with random effects models,also considering subgroups by proprioception ***,six RCTs were *** mean PEDro score was 6.3,and the highest proportion of biases corresponds to per-formance,selection,and *** meta-analysis indicated that only when compared with non-intervention,ST significantly improved knee proprioception for the joint position sense(JPS)(activeþpassive),JPS(passive),and threshold to detect passive motion(TTDPM)subgroups(g=-1.33[-2.33,-0.32],g=-2.29[-2.82,-1.75]and g=-2.40[-4.23,-0.58],respectively).However,in the knee JPS(active)subgroup,ST was not significant(g=-0.72[-1.84,0.40]).In conclusion,ST improves knee proprioception compared to ***,due to the paucity of studies and diversity of interventions,more evidence is needed to support the effectiveness of *** RCTs may address the limitations of this review to advance knowledge about pro-prioceptive responses to ST and contribute to clinical practice.

关键词： Osteoarthritis Knee Proprioception Resistance training

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