Parameters Selection of High Pressure Consolidation Grouting for Xiaowan Resisting Force Rockmass

Fu Hai Liu; Jing Wang

doi:10.4028/www.scientific.net/AMM.90-93.2553

Paper Titles

Study on the Beach Protection with the Tetrahedron Like Penetrating Frame Groups
p.2533

Water Environmental Carrying Capacity Calculation and Protection Measures on Hefang Reservoir
p.2537

Study on the Properties of Roller Compacted Concrete in the Dam of Jinghong Hydropower Station
p.2541

Nonlinear Finite Elements Analysis on Structure of Pumping Station in the Joint Hub of Sluice and Pumping Station
p.2546

Parameters Selection of High Pressure Consolidation Grouting for Xiaowan Resisting Force Rockmass
p.2553

Flow Characteristics on the Chute with a Concave Surface Influenced by the Air Intake of the Aerator
p.2559

Study on Proposed Value of Catanchor Coefficient for Large Prestressed Pier
p.2564

Applied Research of Quantitative Analysis Methods to Division of Flood Seasonal Phases for Tanghe Reservoir
p.2570

Analysis on Characteristics of the Rainfall-Runoff in Beizhangdian Watershed
p.2578

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Parameters Selection of High Pressure...

Parameters Selection of High Pressure Consolidation Grouting for Xiaowan Resisting Force Rockmass

Abstract:

After substituting with ordinary Portland cement for geological defaults in resistance rock-masses of the dam abutments in Xiaowan hydroelectric station, it was necessary to make unsubstituted sections be reinforced by means of high pressure consolidation grouting. So it was before grouting and reinforcing that several productive experiments on high pressure consolidation grouting were carried out in the representatively and typically geological sections chosen in situ. Results indicated that desired effects for geological defaults in the dam abutments could be gotten after grouting when the distances to orifice and grouting pressures were 2m, 3m, 5~7m and 3.0MPa, 5.0MPa, 5.0MPa on the first section, the second one and the following ones of the orifice, respectively. And the grouting manners which were orifice enclosed and grout cycled in holes were adopted. Eventually, all of the grouting parameters could be used in much larger districts in projects to consolidate better.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2553-2558

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2553

Citation:

Cite this paper

Online since:

September 2011

Authors:

Fu Hai Liu, Jing Wang

Keywords:

High Pressure Consolidation Grouting (HPCG), Parameter Selection, Resisting Force Body

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] LU Yuan- hai FANG Wei. Consolidation grouting features of dam foundation and construction quality control for Xiaowan hydropower project. Northwest Hydropower. 2008. No.1. P33~37.

Google Scholar

[2] QI Shengwen，WU Faquan，ZHUANG Huaze，LIU Tong，YAN Changgen，CHAI Jianfeng. CHARACTERISTICS OF UNLOADING FISSURES IN DAM'S BASE OF XIAOWAN HYDROPOWER STATION. Chinese Journal of Rock Mechanics and Engineering. June，2008. Vol.27 Supp.1. P2907~2912.

Google Scholar

[3] LI Chao-zheng, SHEN Rong, LI Wei, LIAO Jian-jun, SU Zhi-guang. Research on shear resistance of dam foundation unloading rockmass of Xiaowan Hydropower Station. Rock and Soil Mechanics. Nov. 2008. Vol.29 Supp. P485~490.

Google Scholar

[4] ZHANG Xue-jing, ZHANG Jian-hai, WU Shu-wei. Check analysis of dam base's stability of Xiaowan arch dam. Rock and Soil Mechanics. Nov. 2008. Vol.28 Supp. P609~612.

Google Scholar

[5] WU Xingling, ZHANG Yunjin, L IN Yue, LUO Song, ZHOU Yongsheng. ANALYSI S OF CIRCULATIONS FEATURES DUR ING THE SEVERE COLD,I CE-SNOWAND FROZEN DISASTERS IN ZHAOTONG IN 2008. YUNNAN GEOGRAPHIC ENVIRONMENT RESEARCH. Vol.20, No.5. Sep, 2008.

Google Scholar