Resource Type

Journal Article 158

Year

2024 1

2023 6

2022 7

2021 8

2020 8

2019 5

2018 6

2017 7

2016 13

2015 4

2014 7

2013 7

2012 7

2011 21

2010 10

2009 5

2008 5

2007 7

2006 3

2005 3

open ︾

Keywords

arch dam 6

dam 6

earthquake 3

Dam 2

Dam safety 2

concrete dam 2

concrete face rockfill dam 2

dynamic analysis 2

management 2

site selection 2

1D seismic site response analysis 1

3D model 1

N-glycan structures 1

Sporisorium reilianum 1

n-hexadecane 1

AHP method 1

ANFIS 1

ANSYS 1

Adsorption thermodynamics 1

open ︾

Search scope:

排序: Display mode:

Discussion on the Origin of Deep-fissure Zones at theSite of Pusiluo Dam,Yalongjiang River

Li Ping,Li Yuanjun,Yang Meie,Zhao Dongzhi

Strategic Study of CAE 2007, Volume 9, Issue 3,   Pages 11-20

Abstract: text-align: justify;">The deep fissure zones have been discovered during the engineering investigation at Pusiluodam-site, Yalongjiang River.

Keywords: Pusiluo dam-site     Yalongjiang River     deep fissure zone     gravity unloading and gravitygliding     active fault    

The research on main engineering geological problems in dam-site of Three Gorges Project

Xue Guofu,Chen Youhua

Strategic Study of CAE 2011, Volume 13, Issue 7,   Pages 51-60

Abstract:

The site geological investigation and research work of the Three Gorgesprocesses, approaches, contents and basic conclusions for the key engineering geological problems of damsite are briefly introduced, including the deep anti-sliding stability of dam foundation, the high slope

Keywords: dam area of TGP     engineering geological problems     investigation and research     summarization    

Influence of site conditions on seismic design parameters for foundations as determined via nonlinearsite response analysis

Muhammad Tariq A. CHAUDHARY

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1,   Pages 275-303 doi: 10.1007/s11709-021-0685-0

Abstract: Site conditions, including geotechnical properties and the geological setting, influence the near-surfaceparameters ( , , and ) was investigated for National Earthquake Hazards Reduction Program (NEHRP) siteclasses C and D, through 1D nonlinear seismic site response analysis.Predictive relationships for , , and were derived based on the 1D seismic site response analysis

Keywords: site effects     1D seismic site response analysis     sensitivity analysis     foundations     shear wave velocity     soil    

Development and application of an off-site maintenance system in the petrochemical industry

Ruisheng YONG, Yanbing YE, Hanbin LUO, Lieyun DING

Frontiers of Engineering Management 2017, Volume 4, Issue 2,   Pages 111-126 doi: 10.15302/J-FEM-2017027

Abstract: On-site maintenance (ONSM) is critical to ensuring the safety of equipment in the petrochemical industryTo reduce congestion and exposure to hazards during on-site operations and thereby reduce the probabilityof accidents, off-site maintenance (OFSM) is proposed based on Energy Release Theory (ERT).

Keywords: on-site maintenance     petrochemical industry     safety     off-site maintenance system    

Long-term dam safety monitoring of Punt dal Gall arch dam in Switzerland

M. WIELAND, G.F. KIRCHEN

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 1,   Pages 76-83 doi: 10.1007/s11709-012-0144-z

Abstract: The 130 m high Punt dal Gall dam is located at the Swiss-Italian border in the South-eastern part ofThe dam is founded on highly folded and partially crushed dolomite and limestone formations.For the monitoring of the dam deformations five inverted pendulums were installed in the dam and threein the rock foundation of the right abutment outside of the dam.The paper describes the long-term safety monitoring of this 42 years old arch dam.

Keywords: dam safety concept     arch dam     dam instrumentation     dam safety monitoring    

China's High Dams Construction and Research on Science and Technology

Chen Zongliang

Strategic Study of CAE 2000, Volume 2, Issue 12,   Pages 84-89

Abstract: The scientific and technological achievements and their application in geologic exploration, dam construction, flood discharging and energy dissipation, treatment of dam foundation and treatment of high rock slopeThey in elude the 181 m-high concrete gravity dam in the Three Gorges Project, the 240 m — highCFRD, the 233 m~high Shuibuya CFRD, the 130 m- high Shapai RCC arch dam, the 131 m- high Jiangya RCCgravity dam, etc.

Keywords: hydroelectric power     high dam     gravity dam     arch dam     roller compacted concrete dam (RC-CD)     concrete facerockfill dam (CFRD)    

Features of seismic hazard in large dam projects and strong motion monitoring of large dams

Martin WIELAND,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 56-64 doi: 10.1007/s11709-010-0005-6

Abstract: Earthquakes can affect large dam projects in many different ways.Among these dams were the 132-m-high Shapai RCC arch dam and the 156-m-high Zipingpu concrete face rockfilldam.These recently completed dams are dam types which, up to now, have not experienced strong ground shaking

Keywords: seismic hazard     arch dam     concrete face rockfill dam     strong motion instrumentation     reservoir-triggered    

An integrated approach to site-specific management zone delineation

Yuxin MIAO, David J. MULLA, Pierre C. ROBERT

Frontiers of Agricultural Science and Engineering 2018, Volume 5, Issue 4,   Pages 432-441 doi: 10.15302/J-FASE-2018230

Abstract: The objective of this study is to propose an integrated approach to delineating site-specific MZ usingyears of nitrogen (N) rate experiments were conducted in Field B to evaluate the delineated MZs for site-specificIt also has the potential for site-specific N management for improved economic returns.

Keywords: economically optimum nitrogen rate     fuzzy cluster analysis     precision nitrogen management     site-specific    

Key problems and solutions in arch dam heightening

Zuoguang FU, Yunlong HE, Sheng SU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1,   Pages 98-104 doi: 10.1007/s11709-010-0004-7

Abstract: The dam heightening, which is an effective way to increase reservoir volume, has been paid close attentionThree problems should be dealt with when an arch dam needs to be heightened: stress state getting worseat dam heel, cracking on new added concrete dam surface, and weak bonding between new added concreteand old dam.The tensile stresses on dam’s surface and joint face that have certain relations to the dam heightening

Keywords: arch dam     heighten     tensile stress     finite element method    

Site-directed mutagenesis of long QT syndrome KCNQ1 gene

LI Wei, WANG Bin, XU Qiumei, KE Qinmei, YANG Junguo, DU Rong, TIAN Li, WANG Qing

Frontiers of Medicine 2008, Volume 2, Issue 1,   Pages 100-104 doi: 10.1007/s11684-008-0018-x

Abstract: To construct a polymerase chain reaction (PCR) site-directed mutagenesis of the long QT syndrome KCNQ1The amplified fragments from the third PCR which contained the mutation site were sub-cloned into theand inserted into the same restriction site of pIRES-EGFP-KCNQ1.The sequencing analysis shows that the mutation site was correct.Mutation from A to G in site 983 of KCNQ1 cDNA was found.

Keywords: restriction     digestion     syndrome     sequence     site-directed mutagenesis    

Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane

Peter TSCHERNUTTER

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1,   Pages 63-70 doi: 10.1007/s11709-010-0016-3

Abstract: relevant material parameters for a valuation of the deformation behavior of the up- and downstream damshell by means of an embankment dam of medium height.This gave rise to the necessity of adjusting the dam design of the downstream dam shoulder.Several times higher dam settlements as well as significant differential settlements between the up-and downstream dam shell were observed during construction and operation.

Keywords: embankment dam     bituminous concrete membrane     rock-fill material properties     deformation behavior    

Construction Technology of Off-Site Precast Concrete Buildings

Ting Gong,Jian Yang,Hao Hu,Feng Xu

Frontiers of Engineering Management 2015, Volume 2, Issue 2,   Pages 122-124 doi: 10.15302/J-FEM-2015039

Abstract: A comparison between traditional on-site and modern off-site construction methods has been conducted.

Keywords: off-site construction     precast concrete     modular construction     construction management     building information    

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    

Analysis of arch dam deformations

Franz PERNER, Pius OBERNHUBER,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 102-108 doi: 10.1007/s11709-010-0012-7

Abstract: Predicting “regular” dam deformations for prevailing conditions and comparing them with observeddeformations is an essential part of dam surveillance.Prediction of dam deformations can be based on deterministic models, purely statistical models or so-calledand the portion caused by temperature variation.The present article deals with the analysis of arch damprocedure is employed for the analysis of the deformations of the 186 m high Zillergruendl arch dam

Keywords: arch dam     analysis     Zillergruendl     concrete temperature     hybrid model    

Evaluation of site response characteristic using nonlinear method (Case study: Babol, Iran)

Asskar Janalizadeh CHOOBBASTI, Sadegh REZAEI, Farzad FARROKHZAD, Pedram Haidarzaeh AZAR

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 1,   Pages 69-82 doi: 10.1007/s11709-014-0231-4

Abstract: In this the present study, an attempt has been made to evaluate the seismic hazard considering local siteeffects by carrying out detailed geotechnical site characterization in Babol, Iran.the Babol’s subsurface database have enabled authors to determine the geotechnical properties of each siteA series of analysis in the study area showed the site period, ranging from 0.4 to 0.8 s.Finally the obtained response spectra from fully nonlinear method were compared with site response spectra

Keywords: fully nonlinear method     site effect     dynamic analysis     response spectra    

Title Author Date Type Operation

Discussion on the Origin of Deep-fissure Zones at theSite of Pusiluo Dam,Yalongjiang River

Li Ping,Li Yuanjun,Yang Meie,Zhao Dongzhi

Journal Article

The research on main engineering geological problems in dam-site of Three Gorges Project

Xue Guofu,Chen Youhua

Journal Article

Influence of site conditions on seismic design parameters for foundations as determined via nonlinearsite response analysis

Muhammad Tariq A. CHAUDHARY

Journal Article

Development and application of an off-site maintenance system in the petrochemical industry

Ruisheng YONG, Yanbing YE, Hanbin LUO, Lieyun DING

Journal Article

Long-term dam safety monitoring of Punt dal Gall arch dam in Switzerland

M. WIELAND, G.F. KIRCHEN

Journal Article

China's High Dams Construction and Research on Science and Technology

Chen Zongliang

Journal Article

Features of seismic hazard in large dam projects and strong motion monitoring of large dams

Martin WIELAND,

Journal Article

An integrated approach to site-specific management zone delineation

Yuxin MIAO, David J. MULLA, Pierre C. ROBERT

Journal Article

Key problems and solutions in arch dam heightening

Zuoguang FU, Yunlong HE, Sheng SU

Journal Article

Site-directed mutagenesis of long QT syndrome KCNQ1 gene

LI Wei, WANG Bin, XU Qiumei, KE Qinmei, YANG Junguo, DU Rong, TIAN Li, WANG Qing

Journal Article

Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane

Peter TSCHERNUTTER

Journal Article

Construction Technology of Off-Site Precast Concrete Buildings

Ting Gong,Jian Yang,Hao Hu,Feng Xu

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

Analysis of arch dam deformations

Franz PERNER, Pius OBERNHUBER,

Journal Article

Evaluation of site response characteristic using nonlinear method (Case study: Babol, Iran)

Asskar Janalizadeh CHOOBBASTI, Sadegh REZAEI, Farzad FARROKHZAD, Pedram Haidarzaeh AZAR

Journal Article