New design equation for maximum allowable mud pressure in sand during horizontal Directional drilling-Reference-Cited by-同舟云学术

New design equation for maximum allowable mud pressure in sand during horizontal Directional drilling

Published:2022-08 Issue: Volume:126 Page:104543
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Lan Haitao^ORCID,Moore Ian D.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference55 articles.

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3. ASTM F1962. (2011). Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings, West Conshohocken, PA, U.S.A.

4. Experimental investigation of pull loads and borehole pressures during horizontal directional drilling installations;Baumert;Can. Geotech. J.,2004

5. Drilling Fluid Considerations in Design of Engineered Horizontal Directional Drilling Installations;Baumert;Int. J. Geomech.,2005

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2. Mud infiltration and travel paths during mud loss experiments on horizontal borehole stability;Tunnelling and Underground Space Technology;2024-02

3. Physically-Data Driven Approach for Predicting Formation Leakage Pressure: A Dual-Drive Method;Applied Sciences;2023-09-08

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