Ground heave due to line injection sources

2015 ◽  
Vol 2 ◽  
pp. 1-14 ◽  
Author(s):  
Jueun Kim ◽  
A.P.S. Selvadurai
Keyword(s):  
2011 ◽  
Vol 415-417 ◽  
pp. 869-874
Author(s):  
Yun Cao

Dynamic compaction is a widely used method for subgrade treatment due to its merit. This article presented example of dynamic compaction test in a liquid foundation project and investigated the relationship between settlement, ground heave and drop counts, the relationship between horizontal displacement and depth of soil, the relationship between drop counts, depth, horizontal displacement and pore water pressure, and the relation curve of pore water pressure and time during single point impact test. According to the conclusion before and after the testing, some appropriate engineering parameters were obtained and some advices were put forward.


2004 ◽  
pp. 53-69 ◽  
Author(s):  
Hitoshi OKADA ◽  
Masumi NAKAMURA ◽  
Yasuhiro KASAI ◽  
Mitsuo KURIHARA ◽  
Minoru YAMAMOTO
Keyword(s):  

Author(s):  
M Heitfeld ◽  
M Mainz ◽  
M Mühlenkamp ◽  
K Schetelig ◽  
H Sahl

Author(s):  
M. H. Sibley ◽  
N. J. Vadgama

AbstractA serious crack was first noticed in the ground bearing floor slab of K-Unit Plant in September 1977, nine years after its construction. By 1981 measurements shoved the floor near the crack to have risen 80 mm above design level. Significant upward movement of structural columns and beams was also recorded. These movements were beginning to disrupt the working of the plant and in 1981 it was decided to investigate the phenomenon.A desk study showed that furnaces once stood on the site, with caustic soda storage tanks nearby. A heavy wall once occupied the approximate line of the present crack. Subsoil contamination by alkali solutions was also suspected.Ground conditions were investigated using light cable percussion boreholes. The nature of the problem, however, called for techniques not covered by BS5930. A magnetic probe extensometer was installed at the point of maximum heave, and in the laboratory soil specimens were subjected to swelling tests using special apparatus and techniques.Chemical tests and X-Ray analyses were also made.Five possible mechanisms of swelling were investigated, and it was shown that the heave resulted from a slow alkali-clay reaction. Predictions of future movements were made and these allowed the remedial work to be planned.


2021 ◽  
Vol 2021 ◽  
pp. 1-15
Author(s):  
Xiao-qi Zhou ◽  
Jian-li Pan ◽  
Yang Liu ◽  
Cai-cheng Yu

This paper analyzes the vertical ground movement during large-scale pipe roof installation and artificial ground freezing of Gongbei tunnel of the Hong Kong-Zhuhai-Macau bridge project. The transverse ground settlement during pipe roof installation is analyzed. The ground loss volume ratio and settlement trough width coefficient during pipe jacking are estimated based on the field measurement of ground settlement. The interaction of pipes during multiple jacking is investigated. The effect of frost heave control by pregrouting, limiting frozen soil thickness, and combination of the two methods is evaluated. The analysis shows that the ground settlement during pipe roof installation by jacking 37 pieces of 1620 mm steel pipes is relatively small with a maximum value of 2.2 cm. The reinforcement to ground provided by the fore-jacked pipes reduces the ground loss volume ratio and, consequently, the ground settlement during the follow-up pipe jacking. The artificial ground freezing generates a relatively large ground heave with a maximum value of 7.8 cm. Pregrouting plays a critical role in the frost heave control by reducing the heave by about 33%. Limiting the frozen soil thickness by heating pipes serves as an effective supplement to frost heave control by reducing the heave by about 9%. The combination of the two measures reduces the ground heave by about 42%. Findings from this paper provide valuable reference to the tunnel construction using pipe roof and artificial ground freezing as presupport.


Author(s):  
Alastair Godfrey ◽  
David Hill ◽  
Chris Minto ◽  
John Williams ◽  
Jerry Worsley

Fibre-optic based Distributed Acoustic Sensing (DAS), is now commonly used around the world for providing pipeline operators with real-time and early warning of intrusions on their pipeline Right of Ways. Also open to analysis within the DAS signal return are multiple signatures derived from the egress of product leaking from pipelines. Over the last three years, focussing attention on these alternative signals, OptaSense have developed a novel 4-mode External Leak Detection capability, fusing outputs from both DAS, Negative Pressure Pulse (NPP) and Distributed Temperature Gradient Sensing (DTGS) signals (the latter not to be confused with Distributed Temperature Sensing or DTS). The first commercially deployed 4-mode Leak Detection products are now being seen on the market, for both gas and liquids pipelines. In this paper, we report how DAS can be used to provide these four modes of leak detection — including (listed in order of typical detection latency, fastest to slowest) i) negative pressure waves created in the pipeline product from the leak event ii) acoustic noise from turbulent flow through the leak orifice iii) temperature gradients in the soil due to the presence of the leaked product (positive and negative), and iv) local strain/ground heave due to soil displacement by the leaked product. These acoustic, temperature and strain measurements using a fibre-optic cable buried next to a pipeline can be fused together to provide highly sensitive and reliable alerts for pipeline leaks. The pipeline industry has always sought to detect smaller leaks faster, with better locational accuracy. This paper, which draws upon industry sponsored test results and commercial deployment data, provides an update to the industry on leak detection possibilities using DAS.


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