An Approach of Determining the Deformation Modulus of Rock Mass after Consolidation Grouting:Case Study of Gomal Zam Dam Multipurpose Project

doi:10.3969/j.issn.1001-5485.2014.01.0122014,31(01):58-60,76

JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2014, Vol. 31 ›› Issue (1): 58-60.DOI: 10.3969/j.issn.1001-5485.2014.01.0122014,31(01):58-60,76

• Orignal Article • Previous Articles Next Articles

An Approach of Determining the Deformation Modulus of Rock Mass after Consolidation Grouting:Case Study of Gomal Zam Dam Multipurpose Project

CHEN Shu-wen,XU Xian-e

Department of Geological and Geotechnical Investigation,China Water North Investigation Design and Research Co.,Ltd.,Tianjin 300222,China

Received:2013-04-07 Revised:2014-01-06 Published:2014-01-01 Online:2014-01-06

Abstract

Abstract: The deformation modulus of rock mass is generally directly determined by field tests and indirectly estimated by relationships with other geo-parameters. For dam foundation rock mass,it is impractical to carry out sufficient field tests to verify the improvement of modulus after consolidation grouting. In this research,several relationships for estimating the value of grouted rock mass deformation modulus were proposed on the basis of longitudinal wave velocity,which can be economically and conveniently measured by geophysical prospecting. Gomal Zam Dam multipurpose project was taken as an example. This approach could be applied to determine the rock mass deformation modulus of similar projects or projects in lack of field data.

Key words: deformation modulus, consolidation grouting, dam foundation rockmass, field deformation test, longitudinal wave velocity

CLC Number:

TU452

CHEN Shu-wen,XU Xian-e. An Approach of Determining the Deformation Modulus of Rock Mass after Consolidation Grouting:Case Study of Gomal Zam Dam Multipurpose Project[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(1): 58-60.

[1]	JIA Wen-zhen, LI Lei. Mechanical Properties of Dry and Saturated Basalt Fiber Concrete at Different Strain Rates [J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(8): 170-176.
[2]	WANG Zhong-hao, LI Jia-long, GUO Xi-feng, WANG Shuai. Determining Deformation Modulus of Rigid Bearing Plate Method under Nonstandard Conditions [J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(11): 113-118.
[3]	CHEN Chong, ZHANG Yi-hu, FAN Lei, PANG Zheng-jiang. Deformation Modulus of Grouting Rock Mass on High and Steep Slope: Testing and Evaluation [J]. Journal of Yangtze River Scientific Research Institute, 2021, 38(11): 108-114.
[4]	WEI Zhen-jing, YU Jing-zong, ZHANG Dong-dong. Deep Anti-sliding Stability of Release Sluice Segment ofDatengxia Hydro-project [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2020, 37(8): 170-174.
[5]	ZHANG Xing-an, ZENG Guo-hong, DANG Jian-tao, GUO Xi-feng. Optimization and Selection of Foundation Surface of Sanhekou Reservoir Arch Dam [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2020, 37(3): 114-117.
[6]	LUO Rong, LI Yu-jie, XIAO Guo-qiang, ZHOU Li-ming, ZHANG Yi-hu. Criterion of Rockmass Selection for Super-high Arch Dam Foundation Based on Engineering Analogy Method [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(7): 84-88.
[7]	XU Mu-ming, CHEN Ding-an. A Novel Laboratory Test Method of Basic Subgrade Reaction Coefficient [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2017, 34(1): 109-113.
[8]	CHEN Zhao-jun, WANG Le-hua, WANG Si-min, LI Jie, XU Yi-gen, XIANG Li. Loading and Unloading Mechanical Characteristics of Rock under Freezing-thawing Cycles [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2017, 34(1): 98-103.
[9]	ZHOU Xian-qi,ZHAO Hua-li,CHEN Zi-li. Sensitivity Analysis of Mechanical Parameters of Viscoplastic Rheological Model [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2015, 32(10): 90-95,106.
[10]	FENG Xi-xia, WU Ai-qing, LU Bo. Open-Close Iterations for DDA Contacts [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(4): 52-58.
[11]	ZHANG Ping, LIU De-fu, ZHANG Bo, ZHANG Li-jun. Finite Element Method for Predicting Synthetic Deformation Modulus and Poisson Ratio of Arch Dam Foundation [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(12): 65-68.
[12]	LI Pan-feng, CUI Chang-wu, CHEN Kui, ZhANG Shao-cheng. Determining the Comprehensive Deformation Modulus of Foundation after High Dam Constructed [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2014, 31(11): 17-21.
[13]	HU Han-bing, HU Sheng-gang, LIU Fang. Mechanical Properties and Permeability of Cement-stabilized Fine Sand [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2013, 30(10): 48-53.
[14]	LUO Chao-Wen, LI Hai-Bo, MA Peng. Application of Borehole Jack in Deformation Modulus Measurement of Rock Mass in the Foundation of Baihetan Hydropower Station [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2012, 29(8): 76-82.
[15]	DENG Wei-Jie, LU Xin-Jing, FANG Hou-Guo, YU Li-Xin. Application of Elastic Modulus Measurement Using Borehole Jack [J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2012, 29(8): 67-71.

An Approach of Determining the Deformation Modulus of Rock Mass after Consolidation Grouting:Case Study of Gomal Zam Dam Multipurpose Project

PDF

Knowledge

Abstract

Cite this article

share this article

Related Articles 15

Recommended Articles

Metrics

Comments