Mathematical Model for Size of Aggregate in Underwater Concrete Grouting

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Mathematical Model for Size of Aggregate in Underwater Concrete Grouting
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                        ZHOU Pei-rongZHOU Pei-rong

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LIU Qing-mingLIU Qing-ming

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SHI Guang-yuSHI Guang-yu

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Clc Number:TU473.14
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Key words:水下砼,粗集料粒径,受力,数学模型

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[1]ZHOU Pei-rong,LIU Qing-ming and SHI Guang-yu.Mathematical Model for Size of Aggregate in Underwater Concrete Grouting[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2000(2):16-17.

[2]Xue Yuqun,Xie Chunhong,Wu Jichun.A Mathematical Model for Seawater Intrusion in Aquifers[J].Advances in Water Science,1992,3(2):81-88.

[3]ZHANG Qi-gang,QUANG Gui-long,YAO Hui-lu,GAO Ke-ming,HE Jiong-ling.Foundation of a Mathematical Model for True Thickness of the Strata[J].Guizhou Geology,2006,23(3):211-216.

[4]ZENG Shao-bing,ZHOU Shi-jian,LU Tie-ding.Mathematical Model for Monitoring Net Simultaneous Design[J].Journal of East China Institute of Technology,2001,24(1):67-72.

[5]Li Guomin.Mathematical Model for The Computerized Simulation of The Double-acting Hydro-hammer[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,1997(4):34-36.

[6]Wang Shiqiang.Mathematical Model for Predicting the Fluvial Processes in the Yellow River[J].Advances in Water Science,1996,7(3):193-199.

[7]ZHU Xiu-zhi,ZENG Jiang.Application of Stride Hole Ultrasonic Wave in Quality Testing of Concrete Grouting Pile[J].Coal Geology of China,2001,13(4):64-65,73.

[8]ZHOU Dong-ming,FAN Xin-ting.Application of Underwater Concrete Casting with Casing and Post Grouting Technology in Rehabilitation of Prestressed Pipe Pile[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(10):49-51.

[9]ZHAO Li-ming.Treatment Method for Void Underneath Concrete Pavement of Expressway with Chemical Grouting[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(10):52-54.

[10]CHEN Fei and LIU Hong-biao.Construction Technology of Long Spiral Super-fluid Concrete Grouting Pile[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2009,36(3):41-44.

[11]Matty Mookerjee,Gautam Mitra.Kinematics-Based Mathematical Model for Deforming Thrust Wedges[J].Mathematical Geosciences,2008,40(3):249-275.

[12]LI Zi\|zhen\+\{,\},\ HUI Cang\+,\ XU Zhong\|min\+\{,\},\ LIU Fa\|ming\+.Mathematical Model of Niche Construction for Desert Vegetation and Its Applications[J].Journal of Glaciology and Geocryology,2002,24(4):387-392.

[13]CHEN Ren_yuan.Frequent Accident and Precaution Treatment of Concrete Grouting Pile Under Water[J].Guizhou Geology,2000,17(3):200-202.

[14]ZENG Wang,LAN Kai.Application of Single-pipe High-pressure Jet Grouting Method in Preventing Underwater from Flowing into Deep Foundation Pit[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(1):15-17.

[15]Liu Xianmu.Multistage Grouting Model in Slope Reinforcement[J].Geotechnical Engineering Technique,2007,21(3):139-143.

[16]CHENG Pan,ZOU Jin-feng,LI Liang,LUO Wei,ZHAO Lian-heng,ZHAO Juan.Experiment of Fracture Grouting in Alluvium with Physical Model[J].Earth Science-Journal of China University of Geosciences,2013,38(3):649-654.

[17]CHENG Jian-ji,CHENG Jian-tian and CHENG Wen-han.Comprehensive Application on Chemical Grouting in Percolation Protection and Leakage Treatment with Concrete[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2000(2):9-10,12.

[18]YANG Shi-wei and LI De-yong.Discussion on Construction Technology of Consolidation Grouting without Concrete Covering for Dam Foundation in Jinping 1 Hydropower Station[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2011,38(8):56-58,63.

[19]A. R. Gabr,K. G. Mills,D. A. Cameron.Repeated Load Triaxial Testing of Recycled Concrete Aggregate for Pavement Base Construction[J].Geotechnical and Geological Engineering,2013,31(1):119-132.

[20]Cheng Lanyun,Li Rong,Du Jiahong,Wang Jie.Research on the Underwater Grouting Plan of Soft Ground Treatment on Caisson Tunnel Cross Yangzhi Rever in Nanjing[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,1999(2):15-16.

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Revised:August 16,1999
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Published: March 25,2000

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