Tan Rujiao

Chinese Academy of Sciences

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Wenjie Xu

Nankai University

Dai‐Yin Chao

Center for Excellence in Molecular Plant Sciences

HU Ruilin

Xian Yang Central Hospital

Liu Heng-qiu

Zeng Ru-yi

China Power Engineering Consulting Group (China)

Ruilin Hu

University of Chinese Academy of Sciences

Zongyun Li

Wuhan Polytechnic University

Liyuan Zhong

University of South China

Jian Chen

University of Chinese Academy of Sciences

Qibin Zhang

University of North Carolina at Greensboro

Cooperative Institutions

Chinese Academy of Sciences

University of Chinese Academy of Sciences

Center for Excellence in Molecular Plant Sciences

Shanghai Institutes for Biological Sciences

Jiangsu Normal University

Chinese Academy of Medical Sciences & Peking Union Medical College

Tianjin University

China University of Mining and Technology

Zhejiang University

Institute of Geology and Geophysics

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RESEARCH ON SEISMIC RESPONSE OF SOIL-ROCK MIXTURE SLOPE BASED ON ADDED MASS

Chinese journal of rock mechanics and engineering (2009)

Tan Rujiao

Based on added mass method,using the powerful function of secondary development of ABAQUS,the stability of a soil-rock mixture slope on the left bank of Liyuan hydropower station on midstream Jinsha River is analyzed under the condition of earthquake after impounding.The results show that:(1)during the whole process of earthquake,both the value and the direction of the moving velocity of geomaterial change sharply,and this kind of repetitive variation may be one of important reasons that geological bodies loose their stability;(2)the enormous seismic shock wave makes shallow part of the slope mass move outside,but the motion direction of geomaterial under water level is mainly horizontal while other parts mainly move in vertical direction because of the reservoir water pressure;and(3)although the slope shows different plastic yields under seismic condition,continuous plastic zone does not come into being.So it can be inferred that the slope still keeps stable under seismic condition.

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A New Progress of Green Revolution: Epigenetic Modification Dual-regulated by Gibberellin and Nitrogen Supply Contributes to Breeding of High Yield and Nitrogen Use Efficiency Rice

Chinese Bulletin of Botany (2020)

Mei-ling Han Tan Rujiao Dai‐Yin Chao

Green Revolution

Nitrogen Cycle

10.11983/cbb20002

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Huashiban loose deposit landslide, Tiger-Leaping-Gorge, China: analysis and prediction

Bulletin of Engineering Geology and the Environment (2006)

Liu Heng-qiu Ruilin Hu Tan Rujiao Jian Chen

Cliff

Bedrock

10.1007/s10064-006-0062-1

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Consolidated Drained Creep Model of Soft Clay in Tianjin Coastal Areas

Springer eBooks (2018)

Keng-feng Li Run Liu Qiu Chang-lin Tan Rujiao

10.1007/978-981-13-0125-4_17

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OPTIMIZATION OF METHODS TO CONTROL SURROUNDING SETTLEMENT INDUCED BY FOUNDATION EXCAVATION

Jianzhu jishu (2009)

Tan Rujiao

Surrounding settlement will be induced by the foundation exaction,in order to reduce the damage to the surrounding environment for the settlement,multifarious methods to control the deformation of the retaining structure will be applied.This paper takes one deep foundation pit of a subway station as a example to compare the ground loss for different retaining methods,such as adjusting the stiffness of inner support and wall,or adjusting the strength of soil.Through the comparative analysis,the most economically retaining methods and be found.

Foundation (evidence)

Settlement (finance)

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Tests on the creep parameters of the soft soil in Tianjin coastal region and analysis on the effect of subgrade settlement deformation

Shuiwen Dizhi Gongcheng Dizhi (2015)

Tan Rujiao Jiao Yujie Wenjie Xu

Settlement (finance)

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応力に関する軟弱地盤クリープ構成モデルの確立と応用【JST・京大機械翻訳】

Tianjin Daxue Xuebao. Ziran Kexue Yugongcheng Jishu Ban (2018)

Yu Yuan Liu Run Qiu Zhanglin Tan Rujiao

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Expression of IbVPE1 from sweet potato in Arabidopsis affects leaf development, flowering time and chlorophyll catabolism

BMC Plant Biology (2019)

Jiaojiao Jiang Jianzhong Hu Tan Rujiao Yonghua Han Zongyun Li

Since their discovery, vacuolar processing enzymes (VPEs) have consistently been investigated as programmed cell death (PCD) initiators and participants in plant development and responses to biotic or abiotic stresses, in part due to similarities with the apoptosis regulator caspase-1. However, recent studies show additional functions of VPE in tomatoes, specifically in sucrose accumulation and fruit ripening. Herein, we evaluated the functions of VPE from sweetpotato, initially in expression pattern analyses of IbVPE1 during development and senescence. Subsequently, we identified physiological functions by overexpressing IbVPE1 in Arabidopsis thaliana, and showed reduced leaf sizes and numbers and early flowering, and elucidated the underlying molecular mechanisms. The present data demonstrate functions of the VPE gene family in development and senescence and in regulation of flowering times, leaf sizes and numbers, and senescence phenotypes in Arabidopsis thaliana.

Catabolism

10.1186/s12870-019-1789-8

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Back analysis of soil parameters for deep foundation pit excavation based on artificial neural network

Journal of Hydroelectric Engineering (2015)

Tan Rujiao Tianhua Xu Wenjie Xu Qibin Zhang

Foundation (evidence)

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FCJ-GIS GEODYNAMIC ZONATION MODEL AND ITS APPLICATION TO RISK EVALUATION OF SLOPE HAZARDS

Chinese journal of rock mechanics and engineering (2006)

Tan Rujiao HU Ruilin Liu Heng-qiu Zeng Ru-yi Liang Hui

It is a rather well-known fact that slope hazards are resulted from the coupling of the Earth's endogenic and exogenic geodynamic action processes.The endogenic and exogenic geodynamic forces which are relative to slope evolution can be called geodynamic factors.In order to describe the influence of each geodynamic factor contributing to slope hazards in the coupling system,fuzzy comprehensive judgment(FCJ)method is applied;and a geodynamic zonation model based on FCJ-GIS theory is built up to show coupling intensity of geodynamic factors.The zonation model combined with the static environmental elements of the slope can be used to evaluate the slope hazards risk or to forecast the degree of geological hazard occurrence.Through the case study of slope hazards in Tiger-leaping Gorge,the results indicate that there are 88% hazards lying in high geodynamic intensity zonation regions,and then the static environment conditions to risk zonation analysis are unified,nearly 95% hazards in high risk zone.The data prove that the method of slope hazards risk evaluation based on FCJ-GIS geodynamic zonation model is feasible and correct;and the model can provide a new way for slope hazards risk evaluation or forecast.

Geologic hazards

Natural hazard

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