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dc.contributor.authorPinghe Sun
dc.contributor.authorQiang Gao
dc.contributor.authorHanhan Yang
dc.contributor.authorHan Cao
dc.contributor.authorDingqiang Mo
dc.date.accessioned2025-04-20T10:28:26Z
dc.date.available2025-04-20T10:28:26Z
dc.date.copyright10/9/2024 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJPSEA2.PSENG-1715.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304793
dc.description.abstractBorehole wall stability is the key to the shield tunnel and horizontal directional drilling (HDD) under a sand-pebble layer. Borehole instability will lead to the collapse of the upper ground and damage to adjacent structures. To improve the stability of transportation in highly permeable formations, it is suggested that quartz sand be added to the silicate membrane. Here, different particle sizes (40, 70, 120 mesh) and contents (1%, 2%, 3%, and 4%) of quartz sand were applied to investigate the influence of quartz sand on the properties of silicate slurry and filter cake performance by analyzing the rheological properties, fluid loss, and filter cake properties. The results show that when the particle size is 120 mesh and the content is 2% in the membrane slurry, the quartz sand effectively promotes the filter cake performance. Moreover, the spatial structure formed in the slurry is continuous, and the viscosity, static shear force, dynamic shear force, and flow index of the slurry are within an appropriate range, indicating that silicate slurry with 120 mesh and 2% content quartz sand can make the slurry perform well in the sand-pebble layer. This formulation facilitates the effective formation of the filter cake, reduces fluid loss volume, and maintains borehole stability.
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of the Size and Content of Quartz Sand on the Properties of Silicate-Membrane Slurry and the Performance of Filter Cake
dc.typeJournal Article
dc.journal.volume16
dc.journal.issue1
dc.journal.titleJournal of Pipeline Systems Engineering and Practice
dc.identifier.doi10.1061/JPSEA2.PSENG-1715
dc.journal.fristpage04024056-1
dc.journal.lastpage04024056-12
dc.page12
dc.treeJournal of Pipeline Systems Engineering and Practice:;2025:;Volume ( 016 ):;issue: 001
dc.contenttypeFulltext


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