Resource Type

Journal Article 15

Year

2022 1

2021 1

2019 1

2017 1

2016 1

2011 2

2010 2

2008 1

2007 1

2005 1

2004 2

open ︾

Keywords

consolidation 3

land consolidation 2

ABCD-10 1

Biot's consolidation 1

China 1

FORTRAN programming 1

Loess Plateau 1

Mu Us Sandy Land 1

PVD 1

Qiaoqi Hydropower Station 1

Relief 1

Stevens–Johnson syndrome 1

Terzaghi ’ 1

anisotropic permeability 1

auxiliary score 1

cement depth mixing 1

compressible pore fluid 1

compressing 1

consolidation analysis 1

consolidation grouting 1

open ︾

Search scope:

排序： Display mode:

Split-order consolidation optimization for online supermarkets: Process analysis and optimization models

Frontiers of Engineering Management   Pages 499-516 doi: 10.1007/s42524-022-0221-5

Abstract: Accordingly, research on split-order consolidation fulfilment is critical for the advancement of theThis paper first analyzes the characteristics and the challenges associated with the split-order consolidationproblem that online supermarket is confronting and summarizes the new operational process of split-order consolidationThis work highlights the effect of order consolidation processes and fulfilment methods on the order

Keywords： online supermarkets     split-order consolidation     time–space network     genetic algorithm    

HTML PDF Collect

A method for predicting consolidation settlements of floating column improved clayey subsoil

Jinchun CHAI, Supasit PONGSIVASATHIT,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2,   Pages 241-251 doi: 10.1007/s11709-010-0024-3

Abstract: A method of predicting the consolidation settlement-time curve of floating soil-cement column on improvedThe degree of the consolidation (()) of the system is calculated by the double soil-layer consolidationThe consolidation settlement (()) can be calculated by the method of treating a part of the column improved

Keywords： cement depth mixing     ground improvement     consolidation     settlement    

HTML PDF Collect

One-dimensional consolidation of over-consolidated soil under time-dependent loading

XIE Kanghe, WANG Kun, CHEN Guohong, HU Anfeng

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 67-72 doi: 10.1007/s11709-008-0009-7

Abstract: The problem of one-dimensional consolidation of over-consolidated saturated soil under time-dependentThe relevant computer code was developed by FORTRAN programming, and one-dimensional consolidation behaviorinfluence on consolidation.With the increasing of pre-consolidation pressure and loading rate, the rate of consolidation increasesHowever, an increase in load will slow down the consolidation rate.

Keywords： different     FORTRAN programming     Terzaghi ’     pre-consolidation     magnitude    

HTML PDF Collect

Dimensionality reduction and prediction of soil consolidation coefficient using random forest coupling

Hai-Bang LY; Huong-Lan Thi VU; Lanh Si HO; Binh Thai PHAM

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 2,   Pages 224-238 doi: 10.1007/s11709-022-0812-6

Abstract: The consolidation coefficient of soil (Cv) is a crucial parameter used for the design

Keywords： soil consolidation coefficient     machine learning     random forest     Relief    

HTML PDF Collect

syndrome and toxic epidermal necrolysis in China: evaluation of risk models and new predictor of pulmonary consolidation

Yanhong Shou, Lu Yang, Yongsheng Yang, Xiaohua Zhu, Feng Li, Bo Yin, Yingyan Zheng, Jinhua Xu

Frontiers of Medicine 2021, Volume 15, Issue 4,   Pages 585-593 doi: 10.1007/s11684-020-0817-2

Abstract: In addition, the imaging appearance of pulmonary consolidation on computed tomography was associated

Keywords： Stevens–Johnson syndrome     toxic epidermal necrolysis     auxiliary score     ABCD-10     pulmonary consolidation    

HTML PDF Collect

The Consolidation of Highly Saturated Soils and Saturation Degree's Influence

Jin Zhigao

Strategic Study of CAE 2004, Volume 6, Issue 9,   Pages 73-76

Abstract:

Based on Terzaghi's consolidation theories and Biot's consolidation theories, the consolidatingThe influence of saturation degree changing on porous fluid compressibility as well as the whole consolidation

Keywords： consolidation     saturated degree     elasticity modulus     compressing    

HTML PDF Collect

Finite Layer Analysis of Three-Dimensional Biot Consolidation of Homogeneous Soils

Mei Guoxiong,Zai Jinmin,Zhao Weibing,Yin Jianhua

Strategic Study of CAE 2004, Volume 6, Issue 7,   Pages 43-47

Abstract:

This paper presents a finite layer procedure for the consolidation analysis of layered soils usingThen using this program, the influences of cross isotropy on the consolidation behavior are analyzed.It is found that the cross isotropy has very large influences on the consolidation behavior.Curves of the average degree of consolidation are obtained and presented in the paper, which is useful

Keywords： finite layer analysis     Biot's consolidation     three-dimension     cross-an isotropic    

HTML PDF Collect

Transforming the Loess Plateau of China

Yuheng LI,Guoming DU,Yansui LIU

Frontiers of Agricultural Science and Engineering 2016, Volume 3, Issue 3,   Pages 181-185 doi: 10.15302/J-FASE-2016110

Abstract: This paper aims to show the importance of land consolidation in transforming the Loess Plateau of ChinaThe paper comprehensively analyzes how over recent decades the Grain for Green Project and Gully Land ConsolidationFinally, the paper highlights the necessity of retaining these two land consolidation projects as part

Keywords： China     critical zone     land consolidation     Loess Plateau     sustainability    

HTML PDF Collect

Experimental investigation of the influence on static and cyclic deformation of structural soft clay of stress level

CHEN Yunmin, CHEN Yingping, HUANG Bo

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4,   Pages 422-429 doi: 10.1007/s11709-007-0057-4

Abstract: The consolidation tests indicated that the vertical strains of

Keywords： consolidation     deformation     experimental     undisturbed    

HTML PDF Collect

Evaluation method of dam behavior during construction and reservoir filling and application to real dams

Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 92-101 doi: 10.1007/s11709-010-0009-2

Abstract: In this paper we analyzed a real fill-type dam, named the Minami-Aiki Dam, to verify a numerical consolidation

Keywords： fill dam     consolidation analysis     unsaturated geo-materials     impounding     construction    

HTML PDF Collect

Research on New Technology for Sandy Slope Safety Protection

Niu Xiaodi,Yang Guangqing and Liu Weichao

Strategic Study of CAE 2017, Volume 19, Issue 6,   Pages 86-91 doi: 10.15302/J-SSCAE-2017.06.013

Abstract: To effectively protect sandy slopes with chemical sand consolidation technology, a new type of sand consolidationIn order to study the effect of sand consolidation, proportion optimization tests, penetration tests,

Keywords： sandy slope     sand consolidation agent     laboratory tests     field tests    

HTML PDF Collect

Lateral displacement of soft ground under vacuum pressure and surcharge load

Chin-Yee ONG, Jin-Chun CHAI

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 2,   Pages 239-248 doi: 10.1007/s11709-011-0110-1

Abstract: Surcharge load (e.g. embankment fill) will induce settlement and outward lateral displacement, while vacuum pressure will induce settlement and inward lateral displacement of a ground. Ideally, combination of surcharge load and vacuum pressure can reduce or minimize the lateral displacement. Laboratory large scale model (length: 1.50 m, width: ~0.62 m, height: 0.85 m) tests and finite element analyses (FEA) were conducted to investigate the main influencing factors on lateral displacement of a soft clayey ground under the combination of vacuum pressure and surcharge load. For the conditions investigated, the results indicate that the outward lateral displacement increases with the increase of the ratio of surcharge load to vacuum pressure ( ) and the loading rate of the surcharge load ( ). Also, it is shown that for a given and condition, lateral displacement reduces with the increase of the initial undrained shear strength ( ) of the ground. To predict the lateral displacement of a ground under the combination of surcharge load and vacuum pressure, the loading conditions in terms of and , and value of the ground have to be considered.

Keywords： vacuum consolidation     lateral displacement     PVD     finite element analysis     surcharge load    

HTML PDF Collect

Uncoupled state space solution to layered poroelastic medium with anisotropic permeability and compressible pore fluid

Zhiyong AI, Wenze ZENG, Yichong CHENG, Chao WU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 2,   Pages 171-179 doi: 10.1007/s11709-011-0103-0

Abstract: This paper presents an uncoupled state space solution to three-dimensional consolidation of layered poroelasticthe anisotropy of permeability and the compressibility of pore fluid have remarkable influence on the consolidation

Keywords： uncoupled state space solution     layered poroelastic medium     three-dimensional consolidation     anisotropic    

HTML PDF Collect

Treatment of Highly Weathered Rock Mass at the Abutment of Earth-Rock Dam in Qiaoqi Hydropower Project

Wang Shougen

Strategic Study of CAE 2005, Volume 7, Issue 3,   Pages 78-83

Abstract: The feasibility to adopt consolidation grouting and seepage treatment measures is argued and the treatment

Keywords： Qiaoqi Hydropower Station     earth-rock dam     treatment of abutment     highly weathered rock mass     consolidation    

HTML PDF Collect

Principle and Method of Modern Agricultural Two-Dimension Optimization Engineering Experiment: A Case Study of Mu Us Sandy Land

Wang Yongsheng, Li Yuheng , Liu Yansui

Strategic Study of CAE 2019, Volume 21, Issue 2,   Pages 48-54 doi: 10.15302/J-SSCAE-2019.02.017

Abstract: This study intends to address the issues of sandy land consolidation and sustainable use in Mu Us SandyComplex technology systems and patterns are constructed through land consolidation engineering experiments, including sandy land structuralization consolidation, crop varieties optimized selection, and waterSandy soil oriented consolidation will provide scientific supporting for degraded land consolidation

Keywords： land consolidation     modern agriculture     soil reconstruction     crop optimized selection     Mu Us Sandy Land    

HTML PDF Collect

Title Author Date Type Operation

Split-order consolidation optimization for online supermarkets: Process analysis and optimization models

Journal Article

A method for predicting consolidation settlements of floating column improved clayey subsoil

Jinchun CHAI, Supasit PONGSIVASATHIT,

Journal Article

One-dimensional consolidation of over-consolidated soil under time-dependent loading

XIE Kanghe, WANG Kun, CHEN Guohong, HU Anfeng

Journal Article

Dimensionality reduction and prediction of soil consolidation coefficient using random forest coupling

Hai-Bang LY; Huong-Lan Thi VU; Lanh Si HO; Binh Thai PHAM

Journal Article

syndrome and toxic epidermal necrolysis in China: evaluation of risk models and new predictor of pulmonary consolidation

Yanhong Shou, Lu Yang, Yongsheng Yang, Xiaohua Zhu, Feng Li, Bo Yin, Yingyan Zheng, Jinhua Xu

Journal Article

The Consolidation of Highly Saturated Soils and Saturation Degree's Influence

Jin Zhigao

Journal Article

Finite Layer Analysis of Three-Dimensional Biot Consolidation of Homogeneous Soils

Mei Guoxiong,Zai Jinmin,Zhao Weibing,Yin Jianhua

Journal Article

Transforming the Loess Plateau of China

Yuheng LI,Guoming DU,Yansui LIU

Journal Article

Experimental investigation of the influence on static and cyclic deformation of structural soft clay of stress level

CHEN Yunmin, CHEN Yingping, HUANG Bo

Journal Article

Evaluation method of dam behavior during construction and reservoir filling and application to real dams

Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,

Journal Article

Research on New Technology for Sandy Slope Safety Protection

Niu Xiaodi,Yang Guangqing and Liu Weichao

Journal Article

Lateral displacement of soft ground under vacuum pressure and surcharge load

Chin-Yee ONG, Jin-Chun CHAI

Journal Article

Uncoupled state space solution to layered poroelastic medium with anisotropic permeability and compressible pore fluid

Zhiyong AI, Wenze ZENG, Yichong CHENG, Chao WU

Journal Article

Treatment of Highly Weathered Rock Mass at the Abutment of Earth-Rock Dam in Qiaoqi Hydropower Project

Wang Shougen

Journal Article

Principle and Method of Modern Agricultural Two-Dimension Optimization Engineering Experiment: A Case Study of Mu Us Sandy Land

Wang Yongsheng, Li Yuheng , Liu Yansui

Journal Article