Search | Engineering

Subscribe Submit

Home Journals Focus Achievement Fronts About Us 中文版

Resource Type

Journal Article 298

Conference Videos 9

Year

2023 23

2022 37

2021 34

2020 38

2019 11

2018 11

2017 12

2016 16

2015 16

2014 13

2013 10

2012 18

2011 15

2010 10

2009 8

2008 7

2007 7

2006 3

2005 4

2004 2

open ︾

Keywords

Soil 8

soil 7

Heavy metals 5

China 4

Soil remediation 4

Adsorption 3

Bayesian belief network 3

Biochar 3

Biodegradation 3

carbon sequestration 3

Bioaugmentation 2

Desorption 2

Distribution 2

Ethiopia 2

Heavy metal 2

Hengsha east shoal 2

Risk assessment 2

Sulfamethoxazole 2

Transport 2

open ︾

Search scope:

排序： Display mode:

Assessment of future climate change impacts on water-heat-salt migration in unsaturated frozen soil using

Hanli Wan, Jianmin Bian, Han Zhang, Yihan Li

Frontiers of Environmental Science & Engineering 2021, Volume 15, Issue 1, doi: 10.1007/s11783-020-1302-5

Abstract: Abstract • A model coupling water-heat-salt of unsaturated frozen soil was established. • Future temperatureThe transport mechanisms of water, heat, and salt in unsaturated frozen soil, as well as its responsefrozen soil using CoupModel.The water, heat, and salt dynamics of unsaturated frozen soil under three representative concentrationfrozen soil.

Keywords： Soil salinization Climate change Unsaturated frozen soil Water-heat-salt balance Soil environment change

HTML PDF Collect

Behavior of materials for earth and rockfill dams: Perspective from unsaturated soil mechanics

Eduardo E. ALONSO, Rafaela CARDOSO,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1, Pages 1-39 doi: 10.1007/s11709-010-0013-6

Abstract: In a broad sense they are compacted materials and therefore unsaturated materials.They are analysed because their use, as well as the use of mixtures of soil and rock, is becoming more

Keywords： dams unsaturated soil mechanics suction rockfill clayey soil mixture

HTML PDF Collect

Soil-water interaction in unsaturated expansive soil slopes

ZHAN Liangtong

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 198-204 doi: 10.1007/s11709-007-0023-1

Abstract: The intensive soil-water interaction in unsaturated expansive soil is one of the major reasons for slopeIn this paper, the soil-water interaction is investigated with the full-scale field inspection of rainwaterIt is demonstrated that the soil-water interaction induced by seasonal wetting-drying cycles is veryIn addition, the abundant cracks in the expansive soil play an important role in the soil-water interactionInfiltration of rainwater not only results in wetting-induced softening of the shallow unsaturated soil

Keywords： strength intensive soil-water comprehensive Infiltration wetting-induced softening

HTML PDF Collect

Application of fractal theory to unsaturated soil mechanics

XU Yongfu, TONG Lixin

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4, Pages 411-421 doi: 10.1007/s11709-007-0056-5

Abstract: The mechanical properties of unsaturated soils are a function of the saturation degree or matric suctionto describe hierarchical systems and is suitable to model the structure and hydraulic properties of unsaturatedIn this paper, the soil-water characteristics, unsaturated hydraulic conductivity function, unsaturatedThe predictions of the proposed soil-water characteristics, unsaturated hydraulic conductivity, unsaturatedComparisons between the experimental results of unsaturated hydraulic conductivity and the predictions

Keywords： selection soil-water independent physical unsaturated strength

HTML PDF Collect

Effect of a less permeable stronger soil layer on the stability of non-homogeneous unsaturated slopes

Nabarun DEY, Aniruddha SENGUPTA

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 6, Pages 1462-1475 doi: 10.1007/s11709-020-0674-8

Abstract: failure occurs due to an increase in the saturation level and a subsequent decrease in matric suction in unsaturatedsoil.presents the results of a series of centrifuge experiments and numerical analyses on a 55° inclined unsaturatedA discontinuity of the shear zone is also observed for the case of a non-homogeneous soil slope.The factor of safety of a non-homogeneous, unsaturated soil slope decreases because of the less permeable

Keywords： non-homogeneous slope stronger soil layer factor of safety centrifuge model test unsaturated soils

HTML PDF Collect

Stability analysis of layered slopes in unsaturated soils

Guangyu DAI; Fei ZHANG; Yuke WANG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 3, Pages 378-387 doi: 10.1007/s11709-022-0808-2

Abstract: This study presents stability analyses of layered soil slopes in unsaturated conditions and uses a limitequilibrium method to determine the factor of safety involving suction stress of unsaturated soil.The obtained results show that larger suction stress provided in unsaturated clay dominates the stabilityInfiltration/evaporation can obviously affect the stability of unsaturated layered slopes, but theirinfluences depend on the soil property and thickness of the lower soil layer.

Keywords： slope stability suction stress unsaturated soil layered slope limit equilibrium

HTML PDF Collect

Stable expression and control parameters in the numerical simulation of unsaturated flow

Zhiyuan ZHANG; Xu LI; Yongkang WU; Xiaokang LI

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 12, Pages 1501-1514 doi: 10.1007/s11709-022-0893-2

Abstract: The Richards’ equation describes the flow phenomenon in unsaturated porous media and is essential toFor the h-form Richards’ equation, the hydraulic conductivity of the soil in the low-suction rangefindings can provide a helpful reference for improving the reliability of numerical simulations of unsaturated

Keywords： Richards’ equation sensitivity analysis unsaturated soil hydraulic diffusivity seepage simulation

HTML PDF Collect

Determination of effective stress parameter of unsaturated soils: A Gaussian process regression approach

Pijush Samui, Jagan J

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 2, Pages 133-136 doi: 10.1007/s11709-013-0202-1

Abstract: capability of Gaussian process regression (GPR) for prediction of effective stress parameter ( ) of unsaturatedsoil.The results show that the developed GPR is reliable model for prediction of of unsaturated soil.

Keywords： unsaturated soil effective stress parameter Gaussian process regression (GPR) artificial neural network

HTML PDF Collect

The Analysis of Dangerous Volumetric Water Content of Unsaturated Soil Slope

Zhang Shilin,Wang Dongmei,Li Genhua

Strategic Study of CAE 2004, Volume 6, Issue 5, Pages 71-75

Abstract:

This article mainly formulates that rainfall seeping makes the volumetric water of unsaturated soilThat means soil suction changes with the stability of whole unsaturated soil slope, that is, the safetysoil slope also is danger.By monitoring the volumetric water condition changing of unsaturated soil slope, some information ofunsaturated soil slope stability can be obtained.

Keywords： unsaturated soil stability analysis rainfall seeping volumetric water soil suction

HTML PDF Collect

Stress-strain relationship with soil structural parameters of collapse loess

SHAO Shengjun, LONG Jiyong, YU Qinggao

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 2, Pages 151-160 doi: 10.1007/s11709-008-0020-z

Abstract: Through the tri-axial shearing tests of unsaturated intact loess and based on the concept of comprehensivesoil structural potential, this paper reveals the changing laws of soil structural property under theestablishes a mathematical expression equation of structural parameters, whereby reflecting the effects of unsaturated

Keywords： hardening shearing expansion unsaturated structural property mathematical expression

HTML PDF Collect

The Principle of Interaction Between Plastic Volumetric and Shear Strains for Unsaturated Soils

Wang Jingtao

Strategic Study of CAE 2007, Volume 9, Issue 11, Pages 11-15

Abstract: paper, the principle of interaction between plastic volumetric and shear strains for rock and soilhas been extended to the field of unsaturated soils.of suction-plastic volumetric strain and pore air pressure-plastic volumetric strain appear in the unsaturatedstate of a soil besides the interaction between plastic volumetric and shear strains.theoretically proved by application of this principle of interaction that the critical state line for unsaturated

Keywords： the principle of interaction between plastic volumetric and shear strains unsaturated soil matric suction

HTML PDF Collect

Deformation law of frozen wall through deep surface soil

Guo Yongfu

Strategic Study of CAE 2011, Volume 13, Issue 11, Pages 81-88

Abstract:

This paper studies the deformation law of frozen wall with differentground pressures, frozen wall thicknesses, average temperatures, excavation heights and the relationshipThe author puts forward that frozen wall through thick overburden should be designed according to thewall as well as a major technical index of frozen wall safety.and energy-saving to promote stability of frozen wall when frozen wall is about 10 m thick and average

Keywords： sidewall displacement freezing wall thickness average temperature excavation height

HTML PDF Collect

Coupled solid-fluid FE-analysis of an embankment dam

Michael PERTL, Matthias HOFMANN, Guenter HOFSTETTER

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1, Pages 53-62 doi: 10.1007/s11709-010-0084-4

Abstract: A coupled solid-fluid FE-model for partially saturated soils, characterized by modeling the soil as athree-phase material consisting of a deformable soil skeleton and the fluid phases water and air, isAs a constitutive model for the soil skeleton, the well-known Barcelona Basic model (BBM) is employed

Keywords： multi-phase model unsaturated soil model Barcelona Basic model (BBM) return mapping algorithm embankment

HTML PDF Collect

Research progress of the frozen wall thickness in deep alluvium

Shen Wei’an,Wang Jianzhou

Strategic Study of CAE 2011, Volume 13, Issue 11, Pages 89-93

Abstract: application, with the thickness increasing of deep alluvium for the freezing shaft-sinking engineering, the frozenIn this paper, frozen wall thickness design theory of the present research situation and the existingThe radial creep displacement of heterogeneous frozen wall will reduce 25 % ~ 30 % when the homogeneousfrozen wall, so the bearing capacity and deformation performance of frozen wall can befully used andthe thickness of frozen wall can be reduced efficiently.

Keywords： frozen wall deep alluvium radial delimitation model viscoelastic

HTML PDF Collect

Advancements in non-starch polysaccharides research for frozen foods and microencapsulation of probiotics

Pavan Kumar SOMA, Patrick D. WILLIAMS, Y. Martin LO,

Frontiers of Chemical Science and Engineering 2009, Volume 3, Issue 4, Pages 413-426 doi: 10.1007/s11705-009-0254-x

Abstract: agents, non-starch polysaccharides such as xanthan gum are known to improve the texture of certain frozenof critical tools is also carefully examined with respect to the attainable information crucial to frozen

Keywords： development literature attainable information biopolymer capable