Analysis of formation fracturing for the Maxi-HDD Qin River crossing project in China. (March 2016)

• Record Type: Journal Article
• Authors: Yan, Xuefeng; Ma, Baosong; Zeng, Cong; Liu, Yong
• Is Part Of: Tunnelling and underground space technology. Volume 53(2016)
• Page Start: 1
• Page End: 12
• Publication Date: 2016-03
• Subjects: HDD -- Riverbed crossing -- Hydro-fracture -- Delft equation -- Numerical simulation; Tunneling -- Periodicals; Underground construction -- Periodicals; Tunnels -- Periodicals; Underground areas -- Periodicals; 624.193
• DOI: 10.1016/j.tust.2015.11.018
• Languages: English
• ISSNs: 0886-7798

Abstract

Highlights: We calculated the maximum allowable pressure using the Delft and Xia equations. We compared the calculation results with the recorded data. The Xia equation is conservative according to Qin River HDD crossing project. The Delft equation cannot express the strength limitation of overburden soil. Increasing the ground surface load can avoid the blow-out. Abstract: A new irrigation pipeline was installed using the Horizontal Directional Drilling (HDD) method in order to alleviate the water shortage situation in Jiaozuo City, Henan Province, China. This pipe installation project included two parallel HDD crossings, with a pipe diameter of 1016 mm and a driven length of 1750 m for both of them. Based on the preliminary detailed geological survey report of the riverbed, hydro-fracturing control under high slurry pressure would be a big challenge for this project. This paper summarizes the prediction methods for the maximum allowable mud pressure in the borehole based on different mechanisms of formation fracturing. Based on the geological data of this crossing project, the Delft equation and another prediction method based on tensile failure (termed here the Xia method) were used to calculate the maximum allowable annular pressure. The real pumping pressure of this project was recorded by the contractor. By comparing the theoretical predictions of allowable pressure with the actual pressures for the horizontal section of the borehole, it indicated that the Xia method is conservative and the limits of the Delft equation could not be verified in this project. As a solution dealing with potential hydro-fracturing, finite element modeling shown that increasing the ground surface load would rise the borehole allowable pressure at which fracturing would occur. This solution was used to deal with a blow-out in the entry section of one pilot hole on this project. Under the guidance of the theoretical and numerical simulation results, the Qin River crossing project was successfully completed.